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CAEPIPE-to-CAESAR-IITM

1. dl mre Name of the Model Model 027 Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 c 5 Number of Thermal Cycles 7000 6 Use pd 4t 7 Do not include bourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical CAEPIPE Hanger Report Node Spring Hot Rate Load 1015 8 036 1070 Total Weight Kg CAEPIPE 4617 8 CAESAR II 4623 8 Refer Appendix D amp E for details Support Load Sustained Node Fx Ib Fy Ib Fz Ib Mx ft lb My ft lb Mz ft Ib CAEPIPE 10 79 1231 18 232 2 2 CAESAR II 10 78 1231 15 232 2 2 CAEPIPE 70 74 3220 410 1386 157 16 CAESAR II 70 73 3222 412 1397 156 11 CAEPIPE 1050 5 1358 36 163 88 265 CAESAR II 1050 5 1358 36 162 88 268 Operating Case Node Fx lb Fy Ib Fz Ib Mx ft lb My ft lb Mz ft lb 65 CAEPIPE 10 1597 L 1300 67 447 9 3 CAESAR Il 10 1585 1301 107 447 15 3 CAEPIPE 70 649 4613 6085 41021 3314 5397 CAESAR II 70 639 4615 6092 41077 3307 5314 CAEPIPE 1050 947
2. 7 586 7 584 30 About Model 002 This model shown below is the same as Model 001 above with the following modifications a Concentrated mass at node 40 is replaced by Rigid anchor b Two concentrated masses of 500 kg each are added at nodes 20 and 30 c An intermediate node is inserted at mid point between nodes 20 and 30 I 10 Name of the Model Model 002 Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 5 Number of Thermal Cycles 7000 6 Use pd 4t 7 Do nat include bourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical Total Weight Kg CAEPIPE 1000 CAESAR II 1000 Support Load Sustained Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 0 500 0 0 0 333 CAESAR II 10 0 500 0 0 0 333 2 CAEPIPE 40 0 500 0 0 0 333 CAESAR II 40 0 500 0 0 0 333 2 Operating Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 384383 500 0 0 0 333 CAESAR II 10 384240 500 0 0 0 333 2 CAEPIPE 40 384383 500 0 0 0 333 CAESAR II 40 384240 500 0 0 0 333 2 Frequencies in Hz Mode Number CAEPIPE CAE
3. Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do nat Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Use pd 4t 5 Do not include bourdon effect 6 Do not use pressure connection for bends 7 Include missing mass connection 8 Do not use friction in dynamic analysis 9 Include hanger stiffness Total Weight Kg CAEPIPE 6905 CAESAR II 6908 80 Support Load Sustained Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 46 322 14 73 62 67 CAESAR II 10 39 322 6 70 1 63 3 68 4 CAEPIPE 1070 101 24 2 1 1 16 CAESAR II 1070 99 24 2 0 5 1 1 15 9 CAEPIPE 2300 32 78 30 9 2 19 CAESAR II 2300 33 79 30 8 8 2 1 19 50 Operating Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 330 460 1183 423 517 120 CAESAR II 10 325 458 1166 417 9 506 4 119 8 CAEPIPE 1070 595 128 401 120 10 222 CAESAR II 1070 601 122 397 117 7 10 8 222 1 CAEPIPE 2300 89 268 292 36 106 68 CAESAR II 2300 87 269 299 35 9 107 9 68 3 Seismic Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 390 25 746 359 1347 73 CAESAR II 10 390 25 747 359 2 1347 3 72 6 CAEPIPE 1070 36 56 104 13 28 95 CAESAR II 1070 35 56 104 12 9 28 2 95 CAEPIPE 2300 29 24 2
4. Diagnose _ Save Report Report Clear View _ View Log File _ View Log File _ Clear Log File _ Clear Log File File Close 2 7 Renewing Re Installing the License Follow the steps a through e listed in 2 6 2 above to renew re install the license Activation Key Refer SST License Manager User s manual for more details or Select the Option Help gt Renew Reinstall Activation Key 3 Limitations of Interface The present version of the CAEPIPE to CAESAR II has the following limitations Presently the following CAEPIPE input information is not transferred to CAESAR II input format 1 cro OD ONO A ob 12 13 14 15 16 Additional weight of Valves Flange placed at disconnected end Flange placed at Bend Node Hinge Direction Force Spectrum Load Harmonic Load Wind Load Jacket end cap Negative gap used in Limit Stops Beam Element Due to the limitation in the CAESAR II batch input file the Analysis Option from CAEPIPE is not transferred to CAESAR II The User has to set the same manually in CAESAR II Pumps Compressors and Turbines Spectrum Force Spectrum and Time Frequency Pressure P10 and Thermal load T10 Generic Support details Piping system with node numbers greater than 32000 as CAESAR II has limitations in node numbers i e max node number 32000 Transfers of certain element types and data types from CAEPIPE input into CAESAR II in
5. icon as shown in figure above From the window select Advanced System Settings and then Environment Variables button you will see a window as shown in figure below Environment Variables p me INCLUDE e Program Files Microsoft Visual Studio LIB e Program Files Microsoft Visual Studio LM LICENSE FILE 744 info967 MSDevDir C Program Files Microsoft Visual Studio 7 GI EEI Ea Svstem variables Variable Value checkSTRESS PCF c ltemplcheckSTRESSIIPCF checkSTRESS P D Temp checkSTRESSIIPDMS checkSTRESS PDS D Temp checkSTRESSIIPDS ComSpec C Windows system32 cmd exe GI EEI bee C les Press the button New under User variables or System variables and type SSTLM under the variable name prompt and key in the Name or IP Address of the computer where SST License Manager is installed for e g info025 or 192 0 0 4 under the value prompt Press the button set and then Ok to complete the setting 2 5 Product Key Generation Before generating the Product Key user has to make sure that the following requirements are met 1 Ethernet card installed with proper driver files 2 Static TCP IP assigned to the server machine If your machine where SSTLM is installed is configured to obtain the IP Address automatically from an DHCP server then user can disable the feature of checking the IP Address by SSTLM by defining an environmental variable with name SKIPIP
6. 1037 152 413 3808 6724 CAESAR II 1050 946 1037 150 430 3803 6709 Wind Case Node Fx Ib Fy Ib Fz lb Mx ft lb My felb Mz ft lb CAEPIPE 10 2268 122 291 29 38 8 CAESAR II 10 2301 119 298 29 40 8 CAEPIPE 70 3051 22 142 1140 96 17089 CAESAR Il 70 3203 22 138 1106 274 18756 CAEPIPE 1050 2256 22 27 400 694 11875 CAESAR II 1050 2331 15 91 911 358 12803 Freguencies in Hz Mode Number CAEPIPE CAESAR II 1 5 859 5 841 2 9 001 8 989 3 9 542 9 520 4 11 467 11 447 5 15 077 15 001 66 About Model 050 This model shown below is the same as Model 019 above with the following modification a Seismic in both x and z directions gt Name of the Model Model 050 Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 c 5 Number of Thermal Cycles 7000 6 Use pd 4t 7 Do not include bourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical Total Weight Kg CAEPIPE 5218 1 CAESAR II 5224 Refer Appendix E for details Support Load Sustained Node Fx Ib Fy Ib Fz Ib Mx ft Ib My ft Ib Mz ft Ib CAEPIPE 10 91 3310 260 1706 377 2419 CAESAR II 1
7. 2 100 mm pI Piping Size Specification Ays s MID T eene ta ent ete jul Valves and Flanges capwoRxvHD m ju Er pou ESAR datata Node sten sees preu z Expansion Joints FLEXPATHJHD 0 jotai Number of Break Element Units File Name cos E Load Case Template LOAD TPL D length ch each element si T v System Directory Name SYSTEM ju Allow Duplicate Node Numbers fo i Hennes Tobe PSS Grinnel Y o hh Get Support From Node Cancel Fi Default Buttons grey when default is chosen f Click active button to change value to default Quit no Save Password 8 Enter a unique node number at New Node Number field and enter the distance as 0 1mm as shown in figure above and press the button OK 9 Then from the spread sheet input double click on Rigid check box and enter the weight of the Rigid Element as 55 000 kg as reported in the log file 10 Similarly follow the same steps 1 through 9 in case if you find a similar message for Concentrated Mass CMASS 11 For other elements information refer the CAESAR II Technical Reference Manual Applications Manual and User Guide for details on modeling and analysis of certain specific elements Note Interface transfers the model from CAEPIPE to CAESAR Ill batch input with UNITS setting corresponding to CAEPIPE units setting However for displaying the results CAESAR Il always uses the units setting defined in the unit fi
8. 427 7946 180 1261 Seismic Case Node Fx Ib Fy Ib Fz Ib Mx ft lb My ft lb Mz ft lb CAEPIPE 10 1033 1844 938 2603 2836 2845 CAESAR II 10 1033 1795 938 2833 2833 2822 CAEPIPE 160 285 58 314 281 1099 462 CAESAR II 160 285 59 315 281 1101 462 CAEPIPE 400 1027 1730 915 2425 2869 2803 CAESAR II 400 1027 1687 915 2296 2865 2780 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 3 592 3 597 2 7 161 7 165 3 8 369 8 364 4 9 417 9 410 5 9 819 9 787 75 About 7521020 d54 rev13a with frictionfg This model is a carbon steel A53 Grade B 150 Ib class insulated piping svstem connected to a Drver and operating at 120 C in an Oil Refinerv Expansion Project The model has line sizes of nominal diameter 4 6 8 10 16 and 24 and comprises of straight pipes elbows reducers tees and welding neck flanges There are concentrated masses such as valves The system is of welded construction and has 2 spring hangers 4 limit stops and 2 lateral restraints Cases considered for analysis are sustained operating seismic and wind Cut off frequency is 33Hz Friction at support is considered in dynamic analysis Piping code used is ASME B31 3 1250 Name of the Model 7521020 d54 rev13a with frictionfg mod Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable
9. CAEPIPE 1020 12747 l 1990 820 17519 18132 12794 CAESAR II 1020 12747 1991 821 17522 18135 12801 Freguencies in Hz Mode Number CAEPIPE CAESAR II 1 8 030 8 023 2 11 139 11 132 3 16 276 16 264 4 19 010 18 988 5 21 909 21 869 46 About Model 017 This model shown below is the same as Model 015 above with the following modifications Long radius bend at node 1030 Reducer of length 128 mm between nodes 1015 and 1020 Horizontal pipe of length 3m in negative z direction and Rigid anchor at node 1040 Q o 5 P S p Name of the Model Model 017 Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 c 5 Number of Thermal Cycles 7000 6 Use pd 4t 7 Do nat include bourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical Total Weight Kg CAEPIPE 4227 4 CAESAR II 4233 4 Support Load Sustained Node Fx Ib Fy Ib Fz Ib Mx ft lb My ft Ib Mz ft lb CAEPIPE 10 30 3493 292 1717 402 2532 CAESAR II 10 30 3494 293 1718 402 2533 CAEPIPE 70 352 5181 858 8336 350 3019 CAESAR II 70 352 5182 858 8340 349 3019 CAEPIPE 1040 322 2850 565 14069 926 4277 CAESAR Il 1040 322 2851 5
10. D 2 d 2 Rod Tolerance Rod Increment Alpha Tolerance p y Default Ambient Temperature 21 1142 mr pes El Friction Normal Force Variation 975 y Incore Numerical Check ju Decomposition Singularity Tolerance 1 e 010 5 Minimum Wall Mill Tolerance 125 D Bourdon Pressure None bd ju T Ignore Spring Hanger Stiffness mj ll sl el el el ales Mella Peak pressure factor fi 00 Include Bourdon effect mo IZ Include Spring Stiffness in Hanger OPE Travel Cases o Friction Angle Variation 15 Hanger Default Restraint Stiffness 1 785324010 D Use pressure correction for bends A i vi Friction Slide Multiplier 1 z Translational Restraint Stiffness 1 7859e4010 ju Coefficient of Friction Mu 0 Rotational Restraint Stiffness 1 1522e 010 v ju Cancel D Default Buttons grey when default is chosen Click active button to change value to default Exitw Save Qult no Save Password c The analysis option in CAESAR Il corresponding to CAEPIPE Use pressure correction for bends as shown in left figure above can be set as follows From the Tools menu select Configure Setup Select the tab Computational Control Select the option No from Use Pressure Stiffening as shown in right figure above if it is Unchecked in CAEPIPE and select the option Yes if it is Checked in CAEPIPE 23 6 4 Dynamics In
11. Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 5 7 238 11 195 15 CAESAR II 5 7 241 11 197 9 1 2 16 8 CAEPIPE 290 6 163 17 9 2 4 CAESAR Il 290 6 163 17 8 1 2 1 3 5 Operating Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 5 226 270 146 150 134 100 CAESAR II 5 227 274 149 156 2 134 2 101 1 CAEPIPE 290 111 235 343 267 50 39 CAESAR II 290 110 235 333 257 8 49 6 40 2 Seismic Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 5 207 32 97 30 127 44 CAESAR II 5 207 32 97 30 127 4 44 5 CAEPIPE 290 30 3 203 227 6 94 CAESAR II 290 30 3 203 227 6 5 9 93 7 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 2 297 2 294 2 3 283 3 279 3 4 043 4 041 4 5 258 5 256 5 5 294 5 284 79 About 7510004 D72 rev6a fg des with friction This model is a 2 4 8 and 12 nominal diameter carbon steel A106 Grade B 150 Ib class insulated piping system connected between MHC stripper Air condenser and MHC stripper Trim condenser in a Oil Refinery Expansion Project Operating temperature of the system is 55 C The model comprises of straight pipes elbows tees and flanges The system is of welded construction and has 8 limit stops 1 lateral restraint and 8 valves Cases considered for analysis are sustained operating and seismic Cut off frequency is 33Hz Piping code used is ASME B31 3 Name of the Model 7510004 D72 rev6a fg des with friction mod
12. Support Load Sustained Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 33 797 41 10 20 538 CAESAR II 10 33 797 42 10 3 20 3 538 9 CAEPIPE 480 17 150 53 27 15 0 CAESAR II 480 16 150 57 29 16 9 0 2 CAEPIPE 630 28 151 52 26 11 6 CAESAR II 630 27 152 56 27 9 13 6 6 3 Operating Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 177 1024 451 422 713 401 CAESAR II 10 170 1025 458 432 5 700 7 413 9 CAEPIPE 480 483 27 102 36 29 311 CAESAR II 480 479 45 106 25 3 29 9 304 8 CAEPIPE 630 407 624 105 416 31 168 CAESAR II 630 373 585 61 382 9 33 4 141 4 Seismic Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 263 4 421 937 386 372 CAESAR II 10 263 4 421 939 386 3 373 2 CAEPIPE 480 221 652 605 309 256 102 CAESAR II 480 226 650 604 309 5 256 7 100 2 CAEPIPE 630 245 212 694 310 290 180 CAESAR II 630 233 217 697 311 293 2 177 2 83 Frequencies in Hz Mode Number CAEPIPE CAESAR Il 1 1 658 1 661 2 2 784 2 785 3 2 977 2 982 4 3 429 3 442 5 3 65 3 644 84 Appendix A Material Mapping DB The Material Mapping DB supplied along with the software is used to map the CAEPIPE Material to the CAESAR II Materials This Mapping DB basically has two tables viz Material and CII Material The table Material is used to map the CAEPIPE Material with the CAESAR II Material
13. Total Weight Kg CAEPIPE 4617 8 CAESAR II 4623 8 Refer Appendix D amp E for details Support Load Sustained Node Fx lb Fy lb Fz Ib Mx ft lb My ft lb Mz ft lb CAEPIPE 10 79 1231 18 232 2 2 CAESAR II 10 78 1231 15 232 2 2 CAEPIPE 70 74 3220 410 1386 157 16 CAESAR II 70 73 3222 412 1397 156 11 CAEPIPE 1050 5 1358 36 163 88 265 CAESAR II 1050 5 1358 36 162 88 268 63 Operating Case Node Fx lb Fy lb Fz lb Mx ft lb My ft lb Mz ft lb CAEPIPE 10 1597 1300 67 447 9 3 CAESAR II 10 1585 1301 107 447 15 3 CAEPIPE 70 649 4613 6085 41021 3314 5397 CAESAR II 70 639 4615 6092 41076 3307 5314 CAEPIPE 1050 947 1037 152 413 3808 6724 CAESAR II 1050 946 1037 150 430 3802 6709 Seismic Case Node Fx lb Fy lb Fz lb Mx ft lb My ft lb Mz ft lb CAEPIPE 10 1751 39 65 12 9 3 CAESAR II 10 1751 39 65 12 9 2 CAEPIPE 70 890 5 31 250 490 5780 CAESAR Il 70 890 4 29 235 490 5783 CAEPIPE 1050 414 21 16 249 185 2385 CAESAR Il 1050 414 21 16 247 185 2387 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 5 859 5 841 2 9 001 8 989 3 9 542 9 520 4 11 467 11 447 5 15 077 15 001 64 About Model 027 This model shown below is the same as Model 025 above with the following modification a Wind in X direction
14. amp Tees To Underground nom 7 ExpansionJoint IT Stucivel wind stmetural steel 0 0700 nm aa Oena C Wave DY J Hangers F Equipment of DZ I Nozzles TU Oleee TO Forces Momenis Teme Bovina no 0 70 IV Uniform Loads IT Pich amp Fol Added Mass Lor Ca Diameter 609 6000 F Wind Wave WuSch 3 5250 ww aia B 4 70172 PA ce EX L Hare Grant J a TO Allowable Stress A IE Meme Growth Density ies Elastic Modulus C 2 08606 004 k s ET Elastic Modas HT coc EMI Elastic Modulus H2 Elastic Module H 2 Temp 1 225 0000 Poissoris Ratio 3500 s Ratio Temp 2 148 0000 ske E Pipe Deni 7833 0000 Pressure 1 4 0000 Fluid Density 1 00007 Pressure 2 4 0000 Refractory Density Hydro Press Insulation Density 136 16000 6 Navigate to the required element In this case node number 10 7 Press the icon Break You will see a dialog box as shown in figure below 26 Break at element 20 30 ES Single SIF s and Stresses Geometry Directives Plot Colors 3D Viewer Settings Insert AG Nodels FRP Properties Database Definitions gt gt Miscellaneous gt Computational Control ultiple r Single Node Information New Node Number fi 001 General CAESAR II Data ODEC Specification Structural Database MEAN T Enable data export to ODBC compliant data bases Distance from node 20 in mm
15. and setting its value as YES This feature can also be used when a product is installed in a Laptop that is being used in a different network environment with different TCP IP address 3 Network cable plugged and connected to the network Please note if you generate a Product Key without connecting to a network network cable unplugged then the license issued for that Product Key could not be used when the network cable is plugged in On the other hand the license issued for the Product Key generated with network cable plugged in can be used in unplug mode too Hence it is always recommended to keep the network cable plugged in before generating the Product Key on both Desktops as well as Laptops configured to use both in standalone and network mode 4 Open the TCP IP port 12000 from the Windows Firewall The procedure for creating the product key is explained in this section assuming the name of the module you own as CAEPIPE to CAESAR II After the successful installation of Server Client Programs you will see an icon with the name KP2CII in the windows desktop of client computer s Double click on icon and select Transfer Single mod file through File Menu The client program communicates with the server computer and sends request to check for the availability of the license to use the product The server SST License Manger checks for the availability of the license in the windows registry If not available progr
16. description entered in CAEPIPE is not available in the mapping DB then by default the interface will transfer the CAESAR II material selected from the list through Options gt Default Cll Hanger and Material from KP2CII User can add new description to this table to enable the transfer of user defined material from CAEPIPE to CAESAR Il Refer Appendix A for details on modifying the Material Mapping DB and Hanger Mapping DB 19 6 0 Points to be considered for producing Identical Results The most important task to be performed for producing identical results between CAEPIPE and CAESAR Il is to configure manually in CAESAR II the analysis option identical to CAEPIPE analysis option Since CAESAR II batch input does not have the provision to store this information the interface cannot transfer these options electronically This section describes in detail about setting the analysis options in CAESAR Il configuration file identical to those options set in CAEPIPE The following are the steps to be followed to set the analysis options in CAESAR Il corresponding to CAEPIPE analysis options 6 1 Code On this tab you can choose the piping code and also set options for that piping code 2 x 1 S ITION s Code Temperature Pressure Dynamics Misc O0 Z SFS a e Base Hoop Sbess On p z E Piping code d jj Use Pot pf Yield Steve Crhenon Me tes Add F A in Shes sec meri Pl 831 3 Sussired
17. 010 x PI DK Cancel D Default Buttons grey when default is chosen E Peret button to change value to default Exitw Save Quit noSave Password a The analysis option in CAESAR Il corresponding to CAEPIPE Include hanger stiffness as shown in left figure above can be set as follows 1 From the Tools menu select Configure Setup 2 Select the tab Computational Control 3 Uncheck the option Ignore Spring Hanger Stiffness as shown in right figure above if it is Checked in CAEPIPE and Check in CAESAR ll if it is Unchecked in CAEPIPE 24 Analysis Options Code Temperature Pressure Dynamics Misc 1 CONFIGURATION SETUP x FRP Properties SIF s and Stresses 21x Computational Control 3D Viewer Settings Miscellaneous Database Definitions i Plot Colors Geometry Directives l lt S 3 H je E Auto Node Number Increment O ZAris Vertical L Bends Minimum Allowable Bend Angle 5 x r Vertical Direction ey Maximum Allowable Bend Angle Bend Length Attachment Percent fi Fal e Minimum Angle to Adjacent Bend 5 p s JA Loop Closure Tolerance 254 D 1 e 004 v Horizontal Thermal Bowing Tolerance D al Cancel 2 Defaut Buttons grey when default is chosen lick active button to change value to default Exit w Save Quit noSave Password
18. 2 2 2 Installing SST License Manager uni id nika kev mai t Edere 2 2 3 Manually registering the windows service for SST License Manager e 2 2 4 Installing the client program zna aa dan d eb se indicada Celada dudan 3 2 5 Product Key Gnral 6 2 6 Installing the Activation Key ara it det da a a ad oboje 7 2 7 Renewing Re Installing the License nana 8 3 Iimitations or Inte Hace i i in nate ae ds audi tum ndn i um fig ke a evi derni 9 4 Working Procardia ariba 10 5 0 Referehne B uon oun a dt ms cad ned deitas e v ERR NEA 11 51 Element Iy pS DET 11 5 2 Data DEAN N 14 6 0 Points to be considered for producing Identical Results enn 20 A Mt A 20 0 2 TempelatulB ap oin emt e nant FREE a 22 03 PRES SUI So 22 O A DYNAMIC coca di att 24 O MISC OS va 24 6 6 Adding missing information to CAESAR llanas slap 25 7 0 Verification and Validation of Interface smsresennenzannnnzanmanennenzanzanmanennenznnzanzannnznnnnznazmannnznnnnzznzzza 28 A MUT 28 EY 010 S SA 28 T3 liv Project Model eM RR 69 Appendix b DD A ee 126 G CA DAC i ante 85 Material Mapping DB ria 85 Hanger Mapping Dive scans tlalpan 85 AA a 86 Errors and DescmptiolS a dl ra a vedno 86 Appendix C Ets MAP irrita usarla CUM Sn nola o A si a a UA 0227246 Appendix D Appendix E 1 0 Introduction KP2CII KP2CII Interface program is a stand alone program which shall b
19. 78 54 215 CAEPIPE 70 290 2017 10 1297 1060 1252 CAESAR II 70 290 2018 10 1298 1061 1253 CAEPIPE 1040 124 641 86 8397 907 757 CAESAR II 1040 124 640 86 8394 908 762 55 Operating Case Node Fx Ib Fy Ib Fz lb Mx ft lb My ft lb Mz ft Ib CAEPIPE 10 2837 1907 1045 402 685 185 CAESAR II 10 2837 L 1907 1045 401 685 185 CAEPIPE 70 658 2760 1945 10723 3868 8571 CAESAR II 70 658 2761 1945 10726 3870 8577 CAEPIPE 1040 3495 880 900 11230 23423 1323 CAESAR II 1040 3495 879 900 11228 23421 1328 Freguencies in Hz Mode Number CAEPIPE CAESAR II 1 7 553 7 545 2 9 567 9 547 3 10 498 10 470 4 14 236 14 223 5 14 637 14 611 56 About Model 022a This model shown below is the same as Model 021 above with the following modifications a Hanger replaces user hanger at node 1015 b Flexible limit stop with stiffness 1000 kg mm at node 40 in vertical direction with friction coefficient 0 35 gt V Name of the Model Model 022a Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 c 5 Number of Thermal Cycles 7000 6 Use pd 4t 7 Do not include b
20. On this tab you can set the options related to thermal loads ax SIF s and Stresses Geometry Directives l Plot Colors l 3D Viewer Settings l Code Temperature Pressure Dynamics Misc FAP Properties Database Definitions Miscellaneous Computational Control gt Use Pressure Stifering gt pp D WAC107Version Mar79 1817281 z D Reference temperature 2111 C cas a 78 gl Missing Mass ZPA Enacted z 0 WAC 107 Interpolation svae E 0 Number of thermal cycles 7000 IV Bend Axial Shape je Rod Tolerance i JDM iena D Number of thermal loads 1 C 2 C 3 Z TO Ires Numerical Check ur Rod Increment RO GJ Decomposition Singularity Tolerance 1 e 010 v DJ 5 Alpha Toler Ee 808 l Minimum Wall Mill Tolerance Thermal Operating Sustainec vis Rd E Fi ens isis 125 E fia Use modulus at reference temperature Friction Slide Multiplier 1 Coefficient of Friction Mu 0 x Translational Restraint Stifness 1 7esses010 v D Rotational Restraint Stiffness 115226010 w 0 DK Cancel Default B i D uttons grey when default is chosen OK ful Click active button to change value to default Exitw Save Quit noSave Password a The analysis option in CAESAR Il corresponding to CAEPIPE Reference temperature as shown in left figure above can be set as follows i none 3 Default Ambient Tempe hure 21 1142 E Bourdon Pressure No
21. SF Magier 1 z oj Add Tenens Stem besa z of Include axial force in stress calculations TO 831 3 Memo Tees MentB16 DO skem Silarira dum tn Peru rome T EJ Alo Uses SIF s Band D Radvoodinasecitec 831 1 Pes 1960 v Of Use liberal allowable stresses Use ACTAS D MT sj 7 Ure Sebe D F 6311 Reduce Fx a TO Al cases Coroded E No RFT crinem itina SF 2 F Liners Expansion Stes Assn tle D C tony 821 0 Note 2 jim o 21 Cancel ID Defaut Buone oras min defaut i choc Dik scime tattonto change weh In deta tote Seve Ouwt noSave Password a The left figure above shows the analyses option related to code The piping code to be used for performing analysis can be selected from the Piping code drop down combo box of CAEPIPE The following is the procedure in CAESAR Il to select the Piping Code corresponding to CAEPIPE 1 From the Tools menu select Configure Setup 2 Select the tab SIF s and Stresses 3 From the Default Code drop down combo box select the Piping Code corresponding to CAEPIPE Piping Code b The analysis option in CAESAR Il corresponding to CAEPIPE Include axial force in stress calculations as shown in left figure below can be set as follows 1 From the Tools menu select Configure Setup 2 Select the tab SIF s and Stresses 3 From the ADD F A in Stresses drop down combo box select the option No if it is turned off in CAEPIPE a
22. SST License Manager is installed for e g info025 or 192 0 0 4 under the value prompt Press the button ok to complete the setting system properties Ti zizi Gemma Network Identification Hardware Use Protiss Advanced ixi User variables For karthick Vabe CADZKP aero TEMP C Dosurarts and Settings thick oc Tee C Documents and Settirgsikarthkkjloc New Edt Delete Ca six 2 4 2 Windows 7 0 Open the Control Panel window through Start Menu gt Control Panel E CB gt Control Panel All Control Panel Items 4 Search Control Panel pl Adjust your computer s settings View by Large icons v n Display e Ease of Access Center Flash Player Folder Options A Fonts a Getting Started ay HomeGroup bii Security gt HP Quick Launch Buttons amp Indexing Options e Internet Options Keyboard a and Other Mail L klone and Sharing Notification Area Icons a NVIDIA Control Panel A DIVE VEN DEO D Manager Manager 8 ODBC amp Parental Controls bii Intonation Personalization 4 Phone and Modem Y Power Options a Programs and Features Recovery 3 1 P RemoteApp and Desktop F me 9 Region and Language a Gai kil Sound Speech Recognition Sync Center i Svstem j Taskbar and Start Menu Troubleshooting de WibuKey OS Windows CardSpace Upgrade E amp cRN O EV a User Accounts Double click on SYSTEM
23. Welding Tee Extruded Welding Tee 6 Sweepolet Sweepolet 4 Branch Connection Full Encirclement 17 Concentrated Mass CMASS Transfers CMASS as Rigid Element with 0 1mm length CAESAR Il does not have a separate element to define a concentrated mass and hence the interface simulates the CMASS as a Rigid Element in CAESAR Il The following is the algorithm used for transferring the CMASS to CAESAR Il a Since CMASS in CAEPIPE is defined as a nodal property and does not have physical length the interface assumes the length as 0 1mm for the simulated Rigid Element in CAESAR II b The length thus assumed is then adjusted by reducing the length of the preceding element by 0 1mm c Interface will not transfer the CMASS information to CAESAR ll if the preceding element is a Bend and will be reported to log file d Interface will not transfer the CMASS details to CAESAR ll if there is no preceding element i e CMASS placed at the disconnected From node and will be reported to the log file Constant Support Transfers Constant Support as Hanger to CAESAR II by specifying a very small allowable travel i e 0 001 in as stated in Chapter 3 Restraints of CAESAR II Applications Guide Flange Transfers Flange as Rigid Element to CAESAR Il The following is the algorithm used to transfer the flange details to CAESAR II a Since Flange in CAEPIPE is defined as a nodal property and does not have physical length Int
24. anchor at node 10 000 Three Pipe elements with 4 node points starting from node 10 The length of each piping element Concentrated mass of 1000 kg at node 40 Design pressure and design temperature are 0 kg cm2 and 148 9 C respectively A53 Grade B material and 10 Nominal diameter section are used Insulation Fluid density and Pipe material density are taken to be zero The pictorial representation of the CAEPIPE model is shown below Name of the Model Analysis Options in CAEPIPE Model 001 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 5 Number of Thermal Cycles 7000 6 Use pd 4t 7 Do not include bourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical Total Weight Kg CAEPIPE 1000 CAESAR II 1000 Support Load Sustained Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 0 1000 0 0 0 3000 CAESAR II 10 0 1000 0 0 0 2998 8 Operating Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 0 1000 0 0 0 3000 CAESAR II 10 0 1000 0 0 0 2998 8 Frequencies in Hz Mode Number CAEPIPE CAESAR II 29 7 586 7 584
25. as RZ restraint if the direction is 0 0 1 and the type Rotational se Transfers as RX Xcomp Ycomp Zcomp if the direction is skewed and the type Rotational Snubber Transfers Snubber as Directional Snubber Restraint to CAESAR II a Transfers as XSNB 1 0 0 restraint if the direction is 1 0 0 b Transfers as XSNB 0 1 0 restraint if the direction is 0 1 0 c Transfers as XSNB 0 0 1 restraint if the direction is 0 0 1 d Transfers as XSNB Xcomp Ycomp Zcomp if the direction is skewed Spider Transfers Spider as Spider to CAESAR II 18 Threaded Joint and Weld Transfers Threaded Joint and Weld as SIF 8 TEES to CAESAR Il The following are the types of Threaded Joint and Weld in CAEPIPE and the corresponding SIF amp TEES in CAESAR ll Threaded Joint and Weld n CAEPIPE SIF 8 TEES in CAESAR II Threaded Joint Threaded Joint Buttweld Buttweld Fillet Weld Double weld Tapered Tapered Concave Lap Joint User SIF Transfers User SIF as SIF 8 TEES to CAESAR Il Transfers the value of Inplane SIF and Outplant SIF to CAESAR II with intersection type code as Null Material Interface checks the description of the material entered in CAEPIPE with the field CAEPIPEmat of table material from the Material Mapping DB material mdb supplied along with the software to identify the corresponding CAESAR Il material Please note if the CAESAR II material corresponding to the material
26. decrease in total weight of the system between CAEPIPE and CAESAR II depending upon the number of reducer element the system has 91 The details of observation are listed below for reference CAEPIPE Reducer Larger to Smaller mod OD Avg OD Thk Avg Tk Density Hand Calculated Weight from Element Length mm mm mm kg m3 Weight Kg Analysis Report Pipe 2000 273 05 15 062 7833 191 245024 Reducer 500 246 06 13 881 7833 39 6544284 Pipe2 2000 219 05 12 7 7833 128 978164 359 877616 359 91 kg CAESAR II 4 50 Reducer Larger to Smaller mod Density Hand Calculated Weight from Element Length mm OD mm Thk mm kg m3 Weight Kg Analysis Report Pipe 2000 273 05 15 062 7833 191 245024 Reducer 500 273 05 15 062 7833 47 811256 Pipe2 2000 219 05 12 7 7833 128 978164 368 034443 368 04 kg CAEPIPE Reducer Smaller to Larger mod OD Avg OD Thk Avg Tk Density Hand Calculated Weight from Element Length mm mm mm kg m3 Weight Kg Analysis Report Pipe1 2000 219 05 12 7 7833 128 978164 Reducer 500 246 06 13 881 7833 39 6544284 Pipe2 2000 273 05 15 062 7833 191 245024 359 877616 359 91 kg CAESAR II 4 50 Reducer_Smaller_to_Larger mod OD Avg OD Thk Avg Tk Density Hand Calculated Weight from Element Length mm mm mm kg m3 Weight Kg Analysis Report Pipet 2000 219 05 12 7 7833 1
27. fields Auxiliary fields of CAESAR ll Bend In CAEPIPE the term Bend refers to all elbows and bends custom bent pipes Some of the items associated with the bend are shown in figure below 20A Near end Bend thickness Pipe thickness 20B Far end 3 eo Node 20 is the Bend node which is at the Tangent Intersection Point TIP As you can see from the figure TIP is not physically located on the bend Its only purpose is to define the bend CAEPIPE automatically generates the end nodes of the curved portion of the bend nodes 20A and 20B called the near and far ends of the bend The data items such as flanges hangers forces etc can be specified at the bend end nodes 20A and 20B in the figure In CAESAR Il the actual bend curvature is always referred from the To end Far end of the element Hence to simulate CAEPIPE bends with CAESAR II bends the Interface performs the following Transfers Bend as Bend to CAESAR ll Node number used for defining the Bend in CAEPIPE TIP will be transferred as To end Far end in CAESAR II Creates a Near end node in CAESAR II by adding the node number with 10000 Locates the Near end node at Bend Max angle 5 degree from the Far end If this location is already used for defining the intermediate bend node then interface tries to locate the Near end node at Bend Max angle 5 5 and so on Failure of locating such node point by the interface will be rep
28. is considered in dynamic analysis Piping code used is ASME B31 3 0 491 74 Name of the Model 7522002 d221 rev323 fg 02 ope friction_r01 mod Analvsis Options in CAEPIPE 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 5 Number of Thermal Cycles 7000 6 Use pd 4t 7 Do not include bourdon effect 8 Do not use pressure connection for bends 9 Include missing mass connection 10 Do not use friction in dynamic analysis 11 Include hanger stiffness 12 Y Vertical Total Weight Kg CAEPIPE 6327 9 CAESAR II 6316 4 Support Load Sustained Node Fx Ib Fy Ib Fz Ib Mx ft Ib My ft Ib Mz ft lb CAEPIPE 10 59 285 1 146 119 63 CAESAR II 10 59 283 1 141 118 62 CAEPIPE 160 44 1140 107 661 1381 1825 CAESAR II 160 144 1141 108 664 1389 1842 CAEPIPE 400 60 288 3 150 123 78 CAESAR II 400 60 286 3 145 123 77 Operating Case Node Fx Ib Fy Ib Fz Ib Mx ft Ib My ft Ib Mz ft lb CAEPIPE 10 616 3573 411 8270 487 2995 CAESAR II 10 614 3479 410 7888 478 2960 CAEPIPE 160 896 616 733 2193 5914 1098 CAESAR II 160 902 612 741 2218 5979 1095 CAEPIPE 400 279 3642 422 8289 171 1269 CAESAR II 400 280 3532
29. program is installed other than the machine where SST License Manager is installed then follow the procedure listed below for setting the environmental variable under different operating systems 2 4 1 Windows 2000 XP Open the Control Panel window through Start Menu gt Settings gt Control Panel Double click on SYSTEM icon as shown in figure left below Imi vei Syst Pi tii ax ontrol Pane 210 xj Ele Edit View Favorites Tools Help General Network Identification Hardware User Profiles 1 E Back gt Asearch yFolders dg X Performance Address S cotrlPerel ___ dee a jazz Controllers Extre Options PANSRET O r Environment Variables Keyboard Licensing Mouse Network and ete ds dl di ial up Co 3 a Environment Variables a Power Options T Regional Scanners and I r ee recovery options tell your computer how to star ET ptions Cameras L and what to do if an error causes pour computer to stop Ic al de Startup and Recovery Scheduled Sounds and Tasks Multimedia Provides system information and d E My Computer wa zo Select the tab Advanced and press the button Environmental Variables as shown in figure right above Click the button New under the User Variables as shown in figure below Type SSTLM under the variable name prompt and key in the name or IP Address of the computer where
30. select Configure Setup 2 Select the tab Computational Control 3 Select the option Extracted from Missing Mass ZPA as shown in right figure above if it is Checked in CAEPIPE and select Spectrum if it is unchecked in CAEPIPE 6 5 Miscellaneous In CAEPIPE the miscellaneous options can be set through this tab Analysis Options x SIF s and Stresses Geometry Directives Plot Colors l 3D Viewer Settings FRP Properties Database Definitions gt Miscellaneous Computational Control Code Temperature Pressure Dynamics Misc Use Pressure Stifering gt Hp p o D WAC 107 Version Mar79_1817281 z 0 Missing Mass ZPA Extracted z 0 WAC 107 interpolation Lastva zl D IV Bend Axial Shape E Rod Tolerance cee u Rod Increment e x 5 Decomposition Singularity Tolerance 1 6 010 D Vertical Direction Alpha Tolerance 56002 0 Minimum Wal Mil Tolerance 125 zs Defaut Ambient Temperature 211142 gt p Bourdon Pressure None z 6 c Y Lo Filon Stiffness me sj 5j Friction Normal Force Variation 5 15 v 5 F Include Spring Stifness in Hanger OPE Travel Cases D Friction Angle Variation T5 z Hanger Default Restiaint Stifness 1 785300 z 0 Friction Slide Multiplier Ej Translational Restraint Stiffness 1 7859e 010 x Ej 1 Coefficient of Friction Mu O x Rotational Restraint Stiffness 1 1522e
31. stress 4 Use pd 4t 5 Do not include bourdon effect 6 Do not use pressure connection for bends 7 Include missing mass connection 8 Do notuse friction in dynamic analysis 9 Include hanger stiffness CAEPIPE Node Spring Rate kg mm Hot Load kg 94 13 593 586 1020B 54 384 3246 Refer Appendix D for details 76 Total Weight Kg CAEPIPE 7606 7 CAESAR II 7643 8 Support Load Sustained Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 15 910 46 2121 77 816 CAESAR II 10 10 911 47 2128 82 2 818 3 CAEPIPE 170 2 422 6 7 2 13 CAESAR Il 170 2 423 6 7 8 1 9 12 9 CAEPIPE 1290 11 277 0 49 3 22 CAESAR II 1290 11 277 0 48 9 2 6 22 4 Operating Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 35 1167 32 2431 82 360 CAESAR II 10 26 1169 16 2397 87 1 359 2 CAEPIPE 170 25 473 60 115 30 98 CAESAR Il 170 24 472 59 113 4 29 10 96 2 CAEPIPE 1290 471 697 295 233 249 1140 CAESAR II 1290 441 642 249 112 4 230 1068 2 Seismic Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 1356 192 522 559 23 542 CAESAR II 10 1357 192 523 570 9 26 9 541 4 CAEPIPE 170 110 19 128 245 26 207 CAESAR II 170 110 19 128 244 3 26 1 206 3 CAEPIPE 1290 360 16 102 214 133 1151 CAESAR II 1
32. values for Hot Load and Spring Rate as those reported in the Hanger Report of CAEPIPE Refer Appendix D for details on entering the Hot Load and Spring Rate manually to CAESAR II Internal Ref Number Hangers in CAEPIPE Hangers in CAESAR II ABB PBS Not Available Basic Engineers Basic Engineers 10 Bergen Paterson Bergen Power 2 Bergen Paterson L Bergen Power 2 BHEL Hyderabad BHEL 14 16 BHEL Trichy BHEL 14 Borrello Not Available Carpenter 8 Paterson Carpenter 8 Paterson 16 Comet Comet 17 Corner Lada Not Available Dynax Not Available Elcen Not Available Fee 8 Mason Not Available Flexider Flexider 15 Fronek Fronek 6 Grinnell PSS Grinnell 1 Hydra Hydra 18 Lisega Lisega 5 Mitsubishi Not Available Myricks Myricks 20 NHK Not Available Nordon Not Available Piping Services Piping Services 9 Piping Tech 8 Products Piping Technology 7 Sanwa Tekki Not Available Sarathi Sarathi 19 Spring Supports Not Available ssa Not Available Please note if the corresponding Hanger Catalog for CAESAR ll is not available the Interface replaces the same with CAESAR II Hanger selected from the list through Options gt Default Cll Hangers and Materials of the KP2CII interface Harmonic Load Interface will not transfer the harmonic load to CAESAR Il as the batch input does not support this feat
33. 0 922 4592 2497 5553 3953 10347 CAEPIPE 1040 3718 591 1273 3174 24137 1857 CAESAR Il 1040 3718 591 1274 3168 24136 1854 Freguencies in Hz Mode Number CAEPIPE CAESAR II 1 5 39 5 393 2 7 127 7 181 3 8 532 8 531 4 13 488 13 484 5 17 186 17 168 54 About Model 021 This model shown below is the same as Model 020 above with the following modification a User hanger at node 1015 with spring rate 19 287 kg mm and hot load 2430 and b Flexible limit stop with stiffness 1000kg mm in vertical direction at node 40 and without friction coefficient Name of the Model Model 021 Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 c 5 Number of Thermal Cycles 7000 6 Use pd 4t 7 Do not include bourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical CAEPIPE Hanger Report Node Spring Hot Rate Load 1015 19 287 2430 Total Weight Kg CAEPIPE 4227 4 CAESAR II 4233 47 Refer Appendix D 8 E for details Support Load Sustained Node Fx Ib Fy Ib Fz Ib Mx ft Ib My ft Ib Mz ft Ib CAEPIPE 10 166 1847 76 78 54 215 CAESAR II 10 166 1848 76
34. 0 91 3310 260 1702 376 2412 CAEPIPE 70 454 4976 849 7741 47 2514 CAESAR II 70 454 4977 850 7749 47 2516 CAEPIPE 1040 363 3218 589 17134 1248 4319 CAESAR II 1040 364 3219 590 17144 1251 4324 67 Operating Case Node Fx Ib Fy Ib Fz lb Mx ft lb My ft lb Mz ft lb CAEPIPE 10 2576 3080 1200 1963 971 2103 CAESAR II 10 2575 3080 1200 1964 971 2104 CAEPIPE 70 1383 5595 2729 5069 2684 9513 CAESAR II 70 1384 5596 2730 5069 2683 9517 CAEPIPE 1040 3960 2829 1529 13689 25536 3298 CAESAR II 1040 3960 2829 1530 13697 25538 3301 Seismic Case Node Fx Ib Fy Ib Fz Ib Mx ft lb My ft lb Mz ft lb CAEPIPE 10 1918 122 778 65 284 161 CAESAR Il 10 1918 122 779 65 284 161 CAEPIPE 70 949 214 1743 12599 607 6226 CAESAR Il 70 949 214 1744 12603 607 6227 CAEPIPE 1040 652 112 944 655 3521 323 CAESAR II 1040 652 112 944 655 3522 323 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 4 403 4 396 2 6 978 6 971 3 8 342 8 331 4 9 626 9 605 5 13 51 13 492 68 7 3 Live Project Models To test the functionality of the interface 7 live analysis models with more complexity was chosen and transferred electronically using the interface Then the missing items information were added manually to the transferred CAESAR II model The analyses were t
35. 050 5 1358 36 163 88 265 CAESAR II 1050 5 1358 36 162 88 268 61 Operating Case Node Fx Ib Fy Ib Fz Ib Mx ft lb My ft lb Mz ft lb CAEPIPE 10 1597 1300 67 447 9 3 CAESAR Il 10 1585 L 1301 107 447 15 3 CAEPIPE 70 649 4613 6085 41021 3314 5397 CAESAR II 70 639 4615 6092 41077 3307 5314 CAEPIPE 1050 1947 1037 152 413 3808 6724 CAESAR II 1050 946 1037 150 430 3803 6709 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 5 859 5 841 2 9 001 8 989 3 9 542 9 520 4 11 467 11 447 5 15 077 15 001 62 About Model 026 This model shown below is the same as Model 025 above with the following modification a Seismic coefficient of 0 3 in x direction w A mre Name of the Model Model 026 Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 c 5 Number of Thermal Cycles 7000 6 Use pd 4t 7 Do not include bourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical CAEPIPE Hanger Report Node Spring Rate Hot Load 1015 8 036 1070
36. 1 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 c 5 Number of Thermal Cycles 7000 6 Use pd 4t 7 Do not include bourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical Total Weight Kg CAEPIPE 2101 9 CAESAR II 2101 2 Support Load Sustained Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 0 1185 0 669 0 421 CAESAR II 10 0 1185 0 669 3 0 421 CAEPIPE 60 0 917 0 784 0 308 CAESAR II 60 0 916 0 784 0 308 Operating Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 866 1185 413 669 61 421 CAESAR II 10 866 1185 413 669 3 60 9 421 CAEPIPE 60 866 917 413 784 141 308 CAESAR II 60 866 916 413 784 140 8 308 37 Frequencies in Hz Mode Number CAEPIPE CAESAR Il 1 3 79 3 784 2 11 819 11 812 3 13 073 13 068 4 19 189 19 151 5 25 437 25 408 38 About Model 012 This model shown below is the same as Model 011 above with the following modification a Flexible anchor at node 60 is replaced by rigid anchor Name of the Model Model 012 Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do n
37. 12 5000 Material ja 02453 B h I Allowable Stress Seam welded Corrosion Insul Thk 100 0000 Temp 1 148 9000 Temp 2 Elastic Modulus C 2 0741E 004 Elastic Modulus H11 77 Elastic Modulus H2 umu Elastic Modulus HA Poisson s Ratio 0 3000 gt gt Temp 3 gt gt gt gt gt gt Pressure 1 50 0000 El Pressure 2 Hydro Press Pipe Density 7833 0000 Fluid Density 1000 0700 Hefractory Density Insulation Density 400 00000 Hanger Table 401 PSS Grinnell z Available Space neg for can Allowable Load Variation 2 25 000 Rigid Support Displacement Criteria Max Allowed Travel ei No Hangers at Location gt gt Allow Short Range Springs Operating Load Total Multiple Load Case Design Option gt Free Restraint at Node Free Restraint at ke Free Code y r Predefined Hanger Data Sprind Rate 10 714 Theoretical Cold Installation Load DR Constant Effort Support Load 89 Appendix E Reducer Weight Calculation During the Verification and Validation of the Interface we observed a few kg differences in the total weight of the system between CAEPIPE and CAESAR II models Further study in this regard concluded that the difference in weight between CAEPIPE and CAESAR ll is only due to the presence of Reducer in the piping system To verify the above said statement the weight
38. 13 2 63 6 CAESAR II 2300 29 25 214 1 9 63 5 7 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 2 311 2 308 2 4 451 4 461 3 5 315 5 311 4 7 396 7 762 5 8 775 8 762 81 About 7510016 D77 rev32 fg op r01 This model is a 10 nominal dia carbon steel A53 Grade B 300 Ib class piping between MHC stripper Bottom Pumps and Atmospheric Distillation Feed Bottom Exchanger ina Oil Refinery Expansion Project The model conists of straight pipes elbows tees and flanges There are limit stops lateral restraints and concentrated masses such as valves The system is of welded construction Cases considered for analysis are sustained operating and seismic Cut off frequency is 33 Hz Piping code used is ASME B31 3 82 Name of the Model 7510016 D77 rev32 fg op r01 mod Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Use pd 4t 5 Do not include bourdon effect 6 Do not use pressure connection for bends 7 Include missing mass connection 8 Do not use friction in dynamic analysis 9 Include hanger stiffness Node Spring Rate Hot Load kg kg mm 280 8 0361 1058 Refer Appendix D for details Total Weight Kg CAEPIPE 11569 CAESAR II 11574 3
39. 22 254 22 245 32 About Model 004 This model shown below is the same as Model 003 above with the following modifications a Insulation density of section as 400 kg m3 and b Insulation thickness of section as 100mm I 10 Name of the Model Model 004 Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 5 Number of Thermal Cycles 7000 6 Use pd 4t 7 Do not include bourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical Total Weight Kg CAEPIPE 1140 6 CAESAR II 1140 6 Support Load Sustained Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 0 570 0 0 0 14 CAESAR II 10 0 570 0 0 0 14 4 CAEPIPE 40 0 570 0 0 0 14 CAESAR II 40 0 570 0 0 0 14 4 Operating Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 2264 570 0 0 0 14 CAESAR II 10 2263 570 0 0 0 14 4 CAEPIPE 40 2264 570 0 0 0 14 CAESAR II 40 2263 570 0 0 0 14 4 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 17 795 17 788 2 17 795 17 788 3 20 841 20 832 33 About Model 005 This model shown b
40. 28 978164 Reducer 500 219 05 12 7 7833 32 2445409 Pipe2 2000 273 05 15 062 7833 191 245024 352 467728 352 5 kng The above tabulated comparison results for CAESAR II between the hand calculation and the results computed by CAESAR ll software clearly shows that the CAESAR II uses the OD1 and Thk1 for weight calculation Note The models chosen for testing and comparing the results are included with the distribution CD inside the folder Reducer Verification for reference 92
41. 290 360 16 102 213 2 133 2 1152 0 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 2 342 2 334 2 2 574 2 567 3 2 750 2 77 4 3 194 3 18 5 3 463 3 79 77 About 7509002 D69 R12a with friction This model is a 8 nominal diameter carbon steel A106 Grade B insulated 150 Ib class piping system between LP Amine Absorber and LP Amine Absorber KO Drum in a Oil Refinery Expansion Project Operating temperature is 135 C The model consists of straight pipes and elbows The piping system is of welded construction with 12 limit stops and 3 lateral restraints Cases considered are sustained operating and seismic Cut off frequency is 33Hz Friction at supports is considered in dynamic analysis Piping code used is ASME B31 3 0 876 Name of the Model 7509002 D69 R12a with friction mod Analysis Options in CAEPIPE Code B 31 3 2002 78 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Use pd 4t 5 Do not include bourdon effect 6 Do not use pressure connection for bends 7 Include missing mass connection 8 Do not use friction in dynamic analysis 9 Include hanger stiffness 10 Y Vertical Total Weight Kg CAEPIPE 4463 5 CAESAR II 4465 8 Support Load Sustained Node Fx Kg Fy Kg
42. 4 CAESAR II 4233 3 Support Load Sustained Node Fx lb Fy Ib Fz Ib Mx ft Ib My ft lb Mz ft lb CAEPIPE 10 190 3359 228 1084 251 1710 CAESAR II 10 191 3360 228 1085 251 1711 CAEPIPE 70 195 2666 382 5424 1465 2928 CAESAR II 70 195 2667 382 5426 1466 2929 CAEPIPE 1040 5 141 154 5204 690 1620 CAESAR II 1040 5 142 154 5195 690 1617 49 Operating Case Node Fx Ib Fy Ib Fz lb Mx ft lb My ft lb Mz ft Ib CAEPIPE 10 2857 3129 1168 1342 845 1394 CAESAR II 10 2857 L 3130 1168 1342 845 1395 CAEPIPE 70 734 3285 2262 7387 4196 9926 CAESAR II 70 735 3286 2262 7388 4197 9932 CAEPIPE 1040 3592 248 1094 8649 23598 599 CAESAR II 1040 3591 247 1094 8641 23597 595 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 4 857 4 9 2 7 941 7 935 3 9 659 9 684 4 10 692 10 801 5 14 637 14 611 50 About Model 019 This model shown below is the same as Model 018 above with the following modifications a Two flanges on both sides of the valve with weight 495 32 kg each and b Hanger removed from node 1015 040 1030 mm N Name of the Model Model 019 Analysis Options in CAEPIPE Code B 31 3 2002 Do not Include axial Force in Stress Calculations Do not use liberal allowable stress Reference Tempe
43. 66 14079 928 4280 47 Operating Case Node Fx Ib Fy lb Fz b Mx ft lb My ft lb Mz ft Ib CAEPIPE 10 2637 3264 1233 1974 996 2215 CAESAR II 10 2636 3264 1233 1975 996 2216 CAEPIPE 70 1280 5799 2738 4474 3080 10017 CAESAR II 70 1282 5800 2738 4474 3080 10022 CAEPIPE 1040 3918 2461 1505 10624 25214 3256 CAESAR II 1040 3918 2462 1506 10633 25216 3258 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 4 857 4 849 2 7 941 7 932 3 9 659 9 642 4 10 692 10 663 5 14 637 14 611 48 About Model 018 This model shown below is the same as Model 017 above with the following modification a Hanger at node 1015 Name of the Model Model 018 Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 c 5 Number of Thermal Cycles 7000 6 Use pd 4t 7 Do not include bourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical CAEPIPE Hanger Report Node Spring Hot Rate Load 1015 19 287 2430 Refer Appendix D for details Total Weight Kg CAEPIPE 4227
44. 8 23653 749 CAESAR II 1040 3358 280 502 2357 23627 751 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 9 563 9 543 2 10 374 10 346 3 12 406 12 369 4 14 262 14 246 5 14 761 14 758 60 About Model 025 This model shown below is the same as Model 023a above with the following modifications a Rigid limit stops without friction coefficient replaces flexible limit stops at node 40 and 50 b Short radius bend at node 1040 and c Vertical pipe of length 3m in Y direction MW mm Name of the Model Model 025 Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 c 5 Number of Thermal Cycles 7000 6 Use pd 4t 7 Do not include bourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical CAEPIPE Hanger Report Node Spring Rate Hot Load 1015 8 036 1070 Total Weight Kg CAEPIPE 4617 8 CAESAR II 4623 8 Refer Appendix D 8 E for details Support Load Sustained Node Fx Ib Fy Ib Fz Ib Mx ft lb My ft lb Mz ft lb CAEPIPE 10 79 1231 18 232 2 2 CAESAR II 10 78 1231 15 232 2 2 CAEPIPE 70 74 3220 410 1386 157 16 CAESAR II 70 73 3222 412 1397 156 11 CAEPIPE 1
45. CAEPIPE the options related to dynamic analysis can be set through this tab 1 CONFIGURATION SETUP x Analysis Options 24x SIF s and Stresses Geometry Directives Plot Colors 3D Viewer Settings Code Temperature Pressure Dynamics Misc EUER Use Pressure Stiffening AE lt o WRC 107 Version Mar79_181 281 x pi Missing Mass ZPA AA WRC 107 Interpolation Lest vaue z 9j Cut off frequency E Hz bipes bi Rod Tolerance n PA ju Number of modes 5 Rod Increment e m D Pecompostion Singular Tolerance 1 e 0710 Z 0 Alpha Tolerance 5e002 A ju Minimum Wall Mill Tolerance 125 z ju Defaut Ambient Temperature 21 1142 p Bourdon Pressure None z 6 CE Include missing mass comes 4 Friction Stiffness ves x 2 C Ignore Spring Hanger Stitfness pi Friction Normal Force Variation 015 gt v 5 IV Include Spring Stiffness in Hanger OPE Travel Cases D Use friction in dynamic analysis Fiction Angle Variation S m 2 Hanger Defaut Restaint Stifness 1 785300107 DI Friction Slide Multiplier r 3 ju Translational Restraint Stiffness 1 7859e 010 x pi Coefficient of Friction Mu O BI Rotational Restraint Stiffness 1 1522e 010 pI Lewes A causae mace s poves a The analysis option in CAESAR Il corresponding to CAEPIPE Include missing mass correction as shown in left figure above can be set as follows 1 From the Tools menu
46. EPIPE to CAESAR ll Interface on the top left corner of the window Click on Install SST License Manager option You will be shown window similar to that shown in the figure right below CALE Nae Maes InfoPlant Welcome to the SST License Manager Setup Lap erver Version 4 k Wizard e The installer will guide you through the steps required to install SST License Manager on your Install SST License Manager imputer 5 s Install CAEPIPE to CAESAR Il Install Adobe Acrobat Reader Exit gt How to Install WARNING This computer program is protected by copyright law and international treaties Unauthorized duplication or distribution of this program or any portion of it may result in severe civil or criminal penalties and will be prosecuted to the maximum extent possible under the law Follow the instructions as they appear on the screen 2 3 Manually registering the windows service for SST License Manager The SST License Manager setup program will register and start the service automatically when you perform step 2 2 If the setup program fails to register the service automatically for any reason then register the service manually as stated below After the successful installation of the SST License Manager launch the program ManageLicense exe by selecting Start Menu gt Programs gt SST License Manger gt Manage License from the computer where the SST License Manager is installed The details are shown
47. Edwswel Qui noSave Pasos b The analysis option in CAESAR II corresponding to CAEPIPE Vertical Direction as shown in left figure above can be set as follows 1 From the Tools menu select Configure Setup 2 Select the tab Geometry Directives 3 Uncheck the option Z Axis Vertical as shown in right figure above if the radio button Y is selected in CAEPIPE and Check in CAESAR ll if the radio button Z is selected in CAEPIPE 6 6 Adding missing information to CAESAR II To produce identical results between CAEPIPE and CAESAR ll additional information may need to be input into CAESAR II model before analysis During the transfer of CAEPIPE model file to CAESAR ll the interface will clearly report the missing items information to log file The primary name of the log file is identical to primary name of the batch input file cii entered during the transfer In addition the log file will be stored in the same directory where the path of the batch input file cif is entered during the transfer The information stored in this log file should be read carefully by the user of the interface and should be added to the CAESAR II input Failing to do so will affect the results and will lead to mismatch in the results between the software The following is the procedure to add the missing items if the user finds a message in log file as FLANGE at Node 10 with mass 55 000 kg is not transferred 1 Import an
48. KP2CII M User s Manual MANUALS CAEPIPE2CAESAR II man1 doc1 Issue November 2013 CAEPIPE to CAESAR II User s Manual Server Version 7 xx InfoPlant KP2CII M User s Manual Disclaimer Please read the following carefully This software and this document have been developed and checked for correctness and accuracy by SST Systems Inc and InfoPlant Technologies Pvt Ltd However no warranty expressed or implied is made by SST Systems Inc and InfoPlant Technologies Pvt Ltd as to the accuracy and correctness of this document or the functioning of the software and the accuracy and correctness Users must carry out all necessary tests to assure the proper functioning of the software and the applicability of its results KP2CII is a trademark of SST Systems Inc and InfoPlant Technologies Pvt Ltd CAESAR Il is a trademark of Intergraph For Technical queries contact SST Systems Inc j m Tel 408 452 8111 1798 Technology Drive Suite 236 ES W Fax 408 452 8388 San Jose California 95110 Email info sstusa com USA EFSTEMS IMC www sstusa com InfoPlant Technologies Pvt Ltd Tel 91 80 40336999 7 Cresant Road Fax 91 80 41494967 Bangalore 560 001 InfoPlant Email iplantOOvsni com India www infoplantindia com Table of Contents T0 M gigolo Ies do naaa 1 1 1 How the Interface WODKS tasas ita rta AAA AAA 1 installin i the PA A ee aa 2 2 1Operating System REQUIEM znani Cet cto rr ea vedi
49. R II Note lf you do not want the interface to deduct the content weight and insulation weight from Rigid Element then define an Environmental variable SubRigidContWt with value of the variable set as No In other words to match with CAEPIPE Rigid Weight input Interface will write the Insulation Thickness Insulation Density and Fluid Density values as 0 00 in CAESAR ll input file for Rigid Elements This will make CAESAR Il not to add content weight and insulation weight during analysis Elastic Element Transfers Elastic Element as Expansion Joint to CAESAR Il Transfers the stiffness entered in CAEPIPE Elastic Element to CAESAR II Expansion Joint Element as listed below kx as Axial Stiffness Higher of ky and kz as Lateral Stiffness kxx as Torsional Stiffness Higher of kyy and kzz as Bending Stiffness and Temperature for the elastic element in CAESAR II will be set as Reference Temperature for temperatures T1 through T9 Jacketed Pipe and Bend Jacketed Pipe modeling is difficult in CAESAR II For modeling the Jacketed Pipe in CAESAR II the user has to model the core piping first and then the Jacket Pipe by copying and modifying the core pipe information Hence it is difficult to fully automate the transfer of Jacketed Pipe from CAEPIPE to CAESAR II using the interface At this time the interface transfers the Jacketed Pipe from CAEPIPE to CAESAR ll as core piping with section and material properties
50. SAR II 1 70 777 70 764 31 About Model 003 This model shown below is the same as Model 002 above with the following modifications a Rigid anchors at nodes 10 and 40 are replaced by flexible anchor with the following stiffnesses kx ky kz 1000kg mm and kxx kyy kzz 1000kg m deg 10 Ro Name of the Model Model 003 Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 5 Number of Thermal Cycles 7000 6 Use pd 4t 7 Do nat include bourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical Total Weight Kg CAEPIPE 1000 CAESAR II 1000 Support Load Sustained Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 0 500 0 0 0 13 CAESAR II 10 0 500 0 0 0 13 CAEPIPE 40 0 500 0 0 0 13 CAESAR ll 40 0 500 0 0 0 13 Operating Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 2264 500 0 0 0 13 CAESAR II 10 2263 500 0 0 0 13 CAEPIPE 40 2264 500 0 0 0 13 CAESAR II 40 2263 500 0 0 0 13 Frequencies in Hz Mode Number CAEPIPE CAESAR Il 1 18 83 18 823 2 18 83 18 823 3
51. abase 2 Installing the Program Before installing the SST License Manager and the Client product on any of your computer please make sure the computer meets the following requirement listed below Note If you are using the old version of SST License Manager i e earlier than version 5 0 then follow the procedure listed in Appendix B to uninstall the same before installing the new version of SST License Manager 2 1Operating System Requirement a Internet Explorer 5 01 or later and Windows Installer 2 0 or later b Windows NT 4 0 Workstation or Server with Service Pack 6a c Windows 2000 or later 2 2 Installing SST License Manager Locate Decide the computer that you want to use as a server for the InfoPlant Product Any machine available in the network can be used as a server machine and it is not necessary to be a real server Insert the compact disc supplied by InfoPlant to the CD ROM drive of the computer that you decided to use as a server for InfoPlant product Wait for few seconds to enable the Auto play of the CD Please note if the CD ROM does not start automatically simply browse the CD and double click on the setup application icon You will see a typical window similar to that shown in the figure left below The name shown on top left corner of the window changes depending upon the InfoPlant product and its module you buy For e g If you buy the product CAEPIPE to CAESAR II you will see the name CA
52. alysis Options in CAEPIPE Code B 31 3 2002 Do not Include axial Force in Stress Calculations Do not use liberal allowable stress Reference Temperature 20 c Number of Thermal Cycles 7000 Use pd 4t Do not include bourdon effect Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical NIOJ amp Oo PO Total Weight Kg CAEPIPE 1566 4 CAESAR II 1566 5 Support Load Sustained Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 0 783 0 0 0 19 CAESAR II 10 0 783 0 0 0 18 5 CAEPIPE 40 0 783 0 0 0 19 CAESAR II 40 0 783 0 0 0 18 5 Operating Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 2264 783 0 0 0 19 CAESAR II 10 2263 783 0 0 0 18 5 CAEPIPE 40 2264 783 0 0 0 19 CAESAR II 40 2263 783 0 0 0 18 5 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 15 458 15 452 2 15 458 15 452 3 17 789 17 784 35 About Model 007 This model shown below is the same as Model 006 above with the following modification a Internal fluid pressure of 50 kg cm2 Name of
53. am automatically generates a new Product Key and send the same back to the client machine Client machine then pops up the same in a dialog box as shown in figure below ES KP2CII License Activation k ES KP2CII License Activation Client Name Karthick Client Name Karthick c ny Name infoPlart Technologies Pvt Lid Company Name InfoPlant Technologies Pvt Ltd Emai Email liplant amp vsnl com Phone 918040336999 Product Key 66957DFFFFFFD5AFFFFF5B7FFFFFA2DFFFFF9D3FFFFF63C66622818888 rt No of Users fields are required Lic Expiry Date No of Users fields are required More gt gt Get Activation Key Close I liplant amp vsnl com Phone 918040336999 66957DFFFFFFDSAFFFFF5B7FFFFFA2DFFFFFSD3FFFFF63C66622818888 Enter the details as shown in the figure above and press the button Get Activation Key This will get you the Activation Key for Evaluation the product Full license for paid users If you wish to send and email press the button More gt gt and then Send email Press the More gt gt and then Show Details if you wish to store the license details in a text file Press the button Close to close the dialog Note For receiving the Activation Key please make sure that you have access to internet from your machine and the TCP IP port 12000 is not blocked by your hard soft firewall 2 6 Installing the Activation Key The Activation Key can be in
54. as entered and then Jacketed Piping by copying and modifying the section property and the material property of the core piping The interface duplicates and assigns the same node numbering for both core piping and the Jacketed Piping User has to manually change the node numbers for Jacketed Piping and also has to verify the model for its correctness 13 Cold Spring Cut Pipe Transfers Cold Spring as Cold Spring to CAESAR II As stated in the CAESAR II Applications Guide Interface selects and writes the Material as 18 and 19 to represent the Cut Short and Cut Long Pipe respectively from CAEPIPE to CAESAR II Beam Since CAESAR II does not have the provision to store the information of Beam Element into batch input file cii interface cannot transfer the Beam Element details from CAEPIPE Tie Rod Transfers the Tie Rod as Rigid Element to CAESAR ll with weight of the Rigid Element as 0 Comment Comments from CAEPIPE are ignored during the conversion Hvdrotest Load Transfers the Hydrotest Load as Hydro Pressure to CAESAR II 5 2 Data Types Anchor Transfers Anchor as Restraints to CAESAR Il The following are the algorithm used for transferring the Anchor details from CAEPIPE to CAESAR II 1 2 5 Transfers Rigid Anchor Rigid in all the six degrees of freedom as ANC restraint to CAESAR Il Transfers Rigid Anchor with Displacement as ANC Restraint to CAESAR ll and creates a virtual connected node
55. buy Assuming the name of the product you bought as KP2CII the Product Name will appear as CAEPIPE to CAESAR ll Interface For sharing the license information client computer need to communicate with the server computer where the SST License Manger is installed The communication between the client computer and the server computer can be established by setting the Environmental Variable SSTLM on the client computers Please note the automated procedure for locating the server computer by the client computer for sharing license information is purposefully not given for the following reasons 1 SST License Manager is used as a security system for all InfoPlant products and hence user can have different servers in the same network environment for different InfoPlant products Can have one server for various InfoPlant products installed in different client machines Can install both server client in one computer Can have two different servers for one InfoPlant product by splitting the number of users not applicable for single user and 5 Locating the server automatically under a huge network environment is a time consuming process On the other hand the Environmental Variable is set automatically for the machine where SSTLM is installed In other words if you install the client program in the same machine where the SST License Manager is installed then there is no need to set the environmental variable SSTLM If the client
56. ctor 1 00 Include Bourdon effect BA Friction Normal Force Variation 15 v D IV Include Spring Stiffness in Hanger OPE Travel Cases D Friction Angle Variation S z 0 Hanger Defaut Restraint Stines 170530010 z DI Friction Slide Multiplier o zm 5 Translational Restraint stiiness 178530010 z 5 Coefficient of Friction Mu 0 z D Rotational Restraint Stites 1 1522e4010 7 P Use pressure correction for bends Cancel b The analysis option in CAESAR II corresponding to CAEPIPE Include Bourdon Effect as shown in left figure above can be set as follows D Default Buttons grey when default is chosen Click active button to change value to default it w Save Qut moSave Password From the Tools menu select Configure Setup 2 Select the tab Computational Control Select the option None from Bourdon Pressure as shown in right figure above if it is Unchecked in CAEPIPE and select the option Trans Rot if it is Checked in CAEPIPE CONFIGURATION SETUP Analysis Options 2 x SIF s and Stresses l Geometry Directives Plot Colors 3D Viewer Settings l pum Temperature Pressure Dynamics Misc FRP Properties Database Definitions Miscellaneous Computational Control WRC 107 Version Varr 81281 z PI B D D D D z WRC 107 Interpolation Last_Value E r Pressure stress OEA e E IV Bend Axial Shape C Pd2
57. d convert the batch input file cii created using the interface into CAESAR II binary format through Tools External Interfaces CAESAR II Neutral File as shown in left figure below From the figure shown in right below select the radio button Convert Neutral File to CAESAR II Input File and then press the button Browse and select the cii file 25 Moutral File ER Hi File Input Analysis Output Tools Diagnostics ESL View Help L Configure Setup Djs vlaj s Make Units files Convert Input to New Units Material Data Base Accounting C Convert CAESAR Il Input File to Neutral File OE Enter name of neutral file to be converted Data Export Wizard pcr EE ci Browse ol ISOMET PCE PROSO LIQT PIPENET Pipeplus 3 Upon successful conversion the user will get a message The conversion was completed successfully Now open the binary file A through File gt Open From the Input menu select piping as shown in the figure below 1 Piping Input ID AKP CIINFARC MODELSXD 5417521020 D54 REVIJA WITH FRICTIONFG L ICIXI i4 CAESAR II D AKP_CIAXFARC_MODELS1D_5417521020_O Eie Est Model Kau Plot Hiep Eile Input Analysis Output Tools Diagnostics ESL View Hek osa see 8 A AH m1 235 dh S ci ser sey AH 6 9 B EEA geje TEM WindAwave C D Piping I ren TO Bend T Reducer DI 22 Name Rigid TO SIF
58. de missing mass connection 8 Do not use friction in dynamic analysis 9 Include hanger stiffness Total Weight Kg CAEPIPE 5495 2 CAESAR II 5495 2 Support Load Sustained Node Fx lb Fy Ib Fz lb Mx ft Ib My ft Ib Mz ft Ib CAEPIPE 10 0 397 565 144 31 67 CAESAR II 10 1 396 574 151 31 71 CAEPIPE 90 47 429 635 158 75 37 CAESAR Il 90 48 432 646 165 76 40 Operating Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 151 509 400 13 41 109 CAESAR II 10 148 503 141 76 39 9 107 7 CAEPIPE 90 25 99 76 11 9 75 CAESAR II 90 23 93 324 73 8 8 9 74 2 Seismic Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 14 103 41 10 5 141 CAESAR II 10 14 104 41 10 6 35 3 141 5 CAEPIPE 90 89 144 120 4 59 124 CAESAR II 90 89 145 122 3 5 58 7 125 4 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 1 423 1 444 2 1 631 1 633 3 1 745 1 775 4 2 160 2 160 73 About 522002 d221 rev323 fg 02 ope friction r01 This model is a 12 nominal diameter insulated carbon steel A53 Grade B 150 Ib class suction piping to Gas oil Product Pumps in an Oil Refinery Expansion Project Operating temperature is 120 C The model consists of straight pipes elbows tees and flanges There are valves limit stops and lateral restraints The system is of welded construction Cases considered for analyses are sustained operating and seismic Cut off frequency is 33 Hz friction at supports
59. e B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 c 5 Number of Thermal Cycles 7000 6 Use pd 4t 7 Do nat include bourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical Total Weight Kg CAEPIPE 3025 4 CAESAR II 3025 9 Support Load Sustained Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 10 1397 86 350 75 432 CAESAR II 10 10 1397 86 350 4 75 1 431 8 CAEPIPE 70 10 1628 86 2210 309 1114 CAESAR II 70 10 1628 86 2209 5 308 8 1113 7 41 Operating Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 441 1297 419 381 169 386 CAESAR II 10 440 1297 419 380 8 169 4 385 7 CAEPIPE 70 441 1728 419 1580 255 2112 CAESAR II 70 440 1728 419 1579 7 255 1 2111 3 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 3 489 3 482 2 8 133 8 128 3 10 827 10 823 4 12 38 12 354 5 18 177 18 155 42 About Model 014 This model shown below is the same as Model 013 above with the following modifications a Welding tee at node 55 and b Force of 100kg in vertical direction at node 55 50 mmm Name of the M
60. e gathered from the above study was then used as the algorithm for developing the Interface To test the implemented algorithm the models were then transferred electronically to CAESAR II and the analyses were performed again The results thus obtained were compared against the manually modeled CAESAR II models and then with the CAEPIPE results It was observed during the comparison that the results were identical between CAEPIPE and CAESAR Il The results are listed below for your reference Note The models chosen for testing and comparing the results are included with the distribution CD for reference Due to space constraints in listing the results for all nodes the table listed below shows values for Total weight Support loads under different loading conditions and frequencies During the verification the Hot Load and the Spring Rate obtained from the hanger results report of CAEPIPE were entered manually at the Cold Load and Spring Rate fields of CAESAR Il hanger input to get identical results between CAEPIPE and CAESAR ll Hence we recommend you to input the above said parameters manually to CAESAR Il before performing the analysis if you recreate the cii file using the interface for your testing We also recommend you to add the missing items information reported in the log file to the CAESAR Il binary model before performing the analysis 28 About Model 001 This model has the following a is 1m Rigid
61. e used for transferring pipe geometry section properties and other engineering properties from SST System Inc Pipe Stress Analysis software CAEPIPE to COADE Inc Pipe Stress Analysis software CAESAR II The sequence of this interface operation is shown diagrammatically in Figure 1 1 CAEPIPE Material and KP2CII Interface Hanger Mapping CAESAR II Batch Input File cii CAESAR II Figure 1 1 This manual describes the development done on KP2CII Interface by InfoPlant Technologies Pvt Ltd It is assumed that the user is already familiar with CAEPIPE and CAESAR Il 1 1 How the Interface works 1 1 1 The pipe s modeled in CAEPIPE are saved as mod file by CAEPIPE 1 1 2 The Windows compatible executable KP2CIl exe reads this mod file and maps it against the material and hanger mapping mdb to identify the valid CAESAR Il material name and hanger name that correspond to the specified CAEPIPE material name and hanger specification This executable finally generates the batch input file cii which can be imported into CAESAR ll to create binary model file A that can be opened and viewed in CAESAR ll During the conversion of Analysis model from CAEPIPE the program simulates certain elements to have an identical mathematical model in CAESAR Il The details of such simulations are described under the section Reference Note Refer Appendix A for more details on modifying the Material and Hanger mapping dat
62. elow is the same as Model 004 above with the following modification a Fluid density as 1000 kg m3 34 Name of the Model Model 005 Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 c 5 Number of Thermal Cycles lt 7000 6 Use pd 4t 7 Do not include bourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical Total Weight Kg CAEPIPE 1279 5 CAESAR II 1279 7 Support Load Sustained Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 0 640 0 0 0 16 CAESAR II 10 0 640 0 0 0 15 7 CAEPIPE 40 0 640 0 0 0 16 CAESAR II 40 0 640 0 0 0 15 7 Operating Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 2264 640 0 0 0 16 CAESAR II 10 2263 640 0 0 0 15 7 CAEPIPE 40 2264 640 0 0 0 16 CAESAR II 40 2263 640 0 0 0 15 7 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 16 922 16 914 2 16 922 16 914 3 19 679 19 670 About Model 006 This model shown below is the same as Model 005 above with the following modification a Density of material as 7833 kg m3 Name of the Model Model 006 An
63. ements the Thickness factor and the Insulation Weight factor are always assumed as 10 and 1 75 respectively in CAESAR II Hence to have the identical results between CAEPIPE and CAESAR ll it is necessary to model the valve elements in CAEPIPE with Thickness factor as 10 and Insulation Weight factor as 1 75 Reducer Transfers Reducer as Reducer to CAESAR II The OD1 and Thk1 entered in Reducer Input dialog of CAEPIPE will be transferred as Diameter and Wall thickness of the current piping element element on which the Reducer is placed The OD2 and Thk2 entered in Reducer Input dialog of CAEPIPE will be transferred to CAESAR Il as To end Diameter and Thickness of the reducer element if the To end is a disconnected end For continuous piping the interface will not transfer the OD2 and Thk2 to CAESAR II CAESAR ll by default will take the Diameter and Thickness from the following element Diameter and Thickness CAEPIPE calculates reducer weight as the weight of a pipe with its OD as the average between OD1 ad OD2 and its thickness as the average between Thk1 and Thk2 On the other hand CAESAR II calculates the reducer weight as the weight of a pipe with its OD and thickness as OD1 and Thk1 of the reducer This is contrary to the statement given in CAESAR Il Technical Reference Manual which states that the reducer element is assumed as 10 pipe cylinders each of successively larger or smaller diameter and thickness over the length for ca
64. er Program checks for the availability of Material and Hanger in CAESAR Il corresponding to CAEPIPE and replaces them with the default Material and Hanger specified by the user upon unavailability Design option for CAESAR II Hanger can be specified through Option gt Design Option for Cll Hanger Click the button Transfer to transfer model from CAEPIPE to CAESAR Il format Upon successful transfer user gets the message box as shown below CAEPIPE to CAESAR II Interface EE xj i Refer the log file d kp_cii ga_kp model 001 log For details on transfer Launch CAESAR II software and from the Tools menu select External Interfaces CAESAR II Neutral File Select the radio button Convert Neutral File to CAESAR II Input File and then press the button Browse Navigate and select the cii file thus created and press the button open Upon successful import user will receive the message The conversion was completed successfully 10 5 0 Reference This section describes in detail the methodology followed for transferring the Elements and Data types from CAEPIPE to CAESAR Il 5 1 Element Types Pipe Pipe from CAEPIPE is transferred as PIPE to CAESAR ll Interface uses the same node numbers used in CAEPIPE while transferring to CAESAR Il The section material properties and load corresponding to the pipe element read from the CAEPIPE are assigned directly to the section property material property and load
65. erface assumes the length as 0 1mm for the simulated Rigid Element in CAESAR II 15 b The length thus assumed is then adjusted by reducing the length of preceding element by 0 1mm c Interface will not transfer the flange details to CAESAR ll if the preceding element is a Bend and will be reported to log file d Interface will not transfer the flange details to CAESAR Il if there is no preceding element i e flange placed at the disconnected From node and will be reported to the log file Force Transfers Force as Force Moment to CAESAR Il Interface writes the Force information to Cll as follows a If the number of thermal loads in CAEPIPE is less than 4 and the Force Moment is defined as part of Sustained load then interface writes the Force Moment information to vector 4 of CAESAR II input with Temperature 4 as Reference temperature of CAPIPE and Pressure 4 as maximum pressure among P1 P2 and P3 of CAEPIPE b On the other hand if the force is defined as part of Expansion Load then it will be written to the corresponding vector of Force Moment input of CAESAR II User has to create a separate load combination to view the results along with Force Moment load in CAESAR II Refer CAESAR II documentation for more info on creating load combinations Force Spectrum Load Interface will not transfer the force spectrum load to CAESAR ll as its batch input does not support this feature Guide Transfers Guide as Guide Res
66. eter pipe at the end with a reducer of smaller diameter at the left end and larger diameter at the right end placed in between the two horizontal pipes The model shown in figure below has the following 1 Two pipe element of lengths 2m each 90 Reducer Element of 500 mm length in between the two pipes The outside diameter and the wall thickness of the first pipe are 219 05 mm and 12 7 mm respectively 4 The OD1 and Thicknessi of the reducer element are 219 05 and 12 7 mm and OD2 and Thickness2 of the reducer element is 273 05 mm and 15 062 mm respectively 5 The outside diameter and the wall thickness of the second pipe are 273 05 and 15 062 mm respectively and 6 The density of the material is 7833 kg m3 and the density of the fluid is entered as O kg m3 The analyses were then performed in both CAEPIPE and CAESAR Il for both models and total weight obtained in both the software for each model was then compared with the hand calculation and observed the following CAESAR l calculates the reducer weight as the weight of a pipe with its OD and Thickness as OD1 and Thk1 of the reducer This is contrarv to the statement given in Chapter 3 Piping Screen Reference of Technical Reference Manual of CAESAR II which states CAESAR l will construct a concentric reducer element made of ten pipe cylinders each of a successively larger or smaller diameter and wall thickness over the element length Hence you may experience in increase
67. graphically below 2 T Accessories d Mero gt B Microsoft Excel b m Vicrosoft Word p SST Lrerme Vaneger D Meromft inai tudo MET Windows XP Professional i 55TLM Microsoft Vs gt intal Select the option Register SST License Manager through Tools gt Register SST License Manager to register the window service as shown in figure left below After successful registration of the service you will see a message shown in figure right below v SSTLM Service Control IE Help Register SST License Manager Register SST License Manager Unregister SST License Manager A SST License Manager Service Registered Successfully Analyse Tool Close 2 4 Installing the client program Locate Decide the computer s that you want to use as client s for InfoPlant product s The client program can be installed in as many systems as you want To install the product on the client computers insert the compact disc supplied by InfoPlant to the CD ROM drive and wait for few seconds to enable the Auto play feature Please note if the CD ROM does not start automatically simply browse the CD and double click on the setup application icon You will see a window as shown in figure left of section 1 Installing the SST License Manager Click the option Install lt Product_Name gt and follow the instructions as they appear on the screen The Product_Name changes depending on InfoPlant product you
68. hen performed and the results between CAEPIPE and CAESAR Il were compared and found identical The results are tabulated below for all the models Note The models chosen for testing and comparing the results are included with the distribution CD for reference Due to space constraints in listing the results for all nodes the table listed below shows values for Total weight Support loads under different loading conditions and frequencies During the verification the Hot Load and the Spring Rate obtained from the hanger results report of CAEPIPE were entered manually at the Cold Load and Spring Rate fields of CAESAR II hanger input to get identical results between CAEPIPE and CAESAR II Hence we recommend you to input the above said parameters manually to CAESAR II before performing the analysis if you recreate the cii file using the interface for your testing We also recommend you to add the missing items information reported in the log file to the CAESAR Il binary model before performing the analysis 69 About 7522029 D105 rev14a friction This model is a carbon steel A53 Grade B insulated 150 Ib class piping system connected to a Dryer Overhead Receiver and operating at 41 C in a Oil Refinery Expansion Project The model has line sizes of nominal diameter 2 3 and 4 and comprises of straight pipes elbows tees reducers and WN flanges The system is of welded constructions and has 2 limit stops and 1 lateral res
69. his model shown below is the same as Model 019 above with the following modification a Limit stop at node 1015 without friction coefficient Name of the Model Model 020 Analysis Options in CAEPIPE Code B 31 3 2002 Do not Include axial Force in Stress Calculations Do not use liberal allowable stress Reference Temperature 20 Number of Thermal Cycles 7000 Use pd 4t Do not include bourdon effect Do not use pressure connection for bends 9 Do not include missing mass connection o I DO ON A M ND 10 Do not use friction in dynamic analysis 11 Y Vertical Total Weight Kg CAEPIPE 5218 1 CAESAR II 5224 0 Refer Appendix E for details Support Load Sustained Node Fx Ib Fy lb Fz lb Mx ft lb My ft Ib Mz ft Ib CAEPIPE 10 208 3515 260 1178 288 1902 CAESAR II 10 208 3516 260 1178 288 1902 CAEPIPE 70 203 3077 447 6222 1619 3310 CAESAR II 70 203 3079 447 6225 1619 3311 CAEPIPE 1040 15 15 187 6591 727 1932 CAESAR II 1040 5 16 187 6580 727 1928 53 Operating Case Node Fx Ib Fy lb Fz lb Mx felb My ft lb Mz ft Ib CAEPIPE 10 2797 3333 1223 1660 936 1878 CAESAR II 10 2796 3334 1223 1660 936 1878 CAEPIPE 70 921 4591 2496 5552 3952 10341 CAESAR II 7
70. ju Include Bourdon effect TA re of r pna Redni oj Use pressure correction for bends B cux scd EW on pl d D T Apply B31 8 Note 2 i io g Press Variation in EXP Case Defaut sz Default Buttons grey when default is chosen OK Cancel Click active button to change value to default Quit noSave Password a The analysis option in CAESAR II corresponding to CAEPIPE PD 4T as shown in left figure above can be set as follows 1 From the Tools menu select Configure Setup 2 Selectthe tab SIF s and Stresses 3 Check the option Use PD 4t as shown in right figure above if the radio button PD 4T is selected in CAEPIPE 22 1 CONFIGURATION SETUP x SIF s and Stresses Geometry Directives Plot Colors 3D Viewer Settings FRP Properties l Database Definitions gt Miscellaneous Computational Control Use Pressure Stiffening mmm Dj WRC 107 Version Mar79_181 281 x E pi Code Temperature Pressure Dynamics Misc Missing Mass ZPA Ertracted x pi WRC 107 Interpolation flast_vaue z pi E IV Bend Axial Shape ju C Pd 2 D 2 d 2 Rod Tolerance 7 z 124 I7 core Numerical Check pi Rod Increment 2 y 5 Decomposiion Singularity Tolerance 1 6 010 5 Alpha Tolerance Be02 mj Default Ambient Temperature 21 1142 o Friction Stiffness 17859 Y 124 F Ignore Spring Hanger Stifness ju Peak pressure fa
71. lculating the weight The observation made during the verification and validation of the interface for reducer element is listed in Appendix E for reference on the above subject Hence you could see a difference in the Total Weight of the piping system between CAEPIPE and CAESAR Il depending upon the number of reducers in the piping system Bellows Transfers Bellows as Expansion Joints to CAESAR II The Axial Stiffness Bending Stiffness Torsional Stiffness and Lateral Stiffness entered in CAEPIPE will be transferred as Axial Stiffness Bending Stiffness Torsional Stiffness and Translational Stiffness respectively Interface calculates the Effective ID from the Pressure thrust area entered in CAEPIPE and then transfers the same to CAESAR II Slip Joint CAESAR Il does not have a Slip Joint element It could be modeled as two annular packing glands separated axially along the joint by a dead air space or by a small bellows sleeve Hence it is difficult to generate a mathematical model through the interface Refer CAESAR Il Application Guide for more details on generating a mathematical model for slip joints 12 At this time the interface transfers only the section property and the material property entered at the slip joint of CAEPIPE to material property and section property fields Piping Spread Sheet of CAESAR ll The Friction force Friction torque Pressure thrust area and the weight entered in at the Slip Joint of CAEPIPE will
72. le FIL of CAESAR II configuration settings as shown in figure above Hence to have a identical units in CAESAR II we recommend you to create a unit file corresponding to CAEPIPE units setting and assign them in the CAESAR II configuration or else change the CAEPIPE units corresponding to CAESAR Il defaults units and before viewing comparing the results Refer to Appendix C for details on how CAESAR II units are mapped against with CAEPIPE units for transferring the model 27 7 0 Verification and Validation of Interface 7 1 General This section provides the comparison results between CAEPIPE and CAESAR Il To study and understand the intricate details of CAESAR ll in certain analysis features in both CAEPIPE and CAESAR Il and the way it performs the calculations we categorized the models into two groups 1 Study Models and 2 Live Project Models 7 2 Study Models To study and understand the way CAESAR II performs analysis for different types of elements under different loading conditions 27 problems were modeled manually in house with an increasing complexity i e three Elements with simple load condition at the beginning and with a number of elements with complex loading conditions at the end The analyses were performed in both the software and the results thus obtained were compared against each other Models in CAESAR II were fine tuned to eliminate the mismatching of results and re performed the analyses The knowledg
73. le acting Restraint to CAESAR Il The types of restraint transferred from CAEPIPE to CAESAR Il are listed below a Transfers X restraint as X restraint in CAESAR II with stiffness as rigid b Transfers Y restraint as Y restraint in CAESAR II with stiffness as rigid c Transfers Z restraint as Z restraint in CAESAR II with stiffness as rigid Rod Hanger Transfers Rod Hanger as single acting Restraint to CAESAR II If Y axis is vertical in CAEPIPE then the interface will transfer the Rod Hanger as Y restraint to CAESAR Il If the Z axis is vertical in CAEPIPE then the interface will transfer the Rod Hanger as 2 restraint to CAESAR II Skewed Restraint Transfers Skewed Restraint as double acting Restraints to CAESAR Il with stiffnesses identical to CAEPIPE stiffnesses The following are the restraint type used for transferring from CAEPIPE to CAESAR II a Transfers as X restraint if the direction is 1 0 0 and the type Translational Transfers as Y restraint if the direction is 0 1 0 and the type Translational Transfers as Z restraint if the direction is 0 0 1 and the type Translational Transfers as X Xcomp Ycomp Zcomp if the direction is skewed and the type Translational Transfers as RX restraint if the direction is 1 0 0 and the type Rotational gt o quoc xm Transfers as RY restraint if the direction is 0 1 0 and the type Rotational Transfers
74. me Accordingly interface will report the message into the log file e Writes the same CNODE number to all the six flexible restraints Transfers flexible anchors and displacements defined in Local Coordinate System LCS as follows 14 a Transfers flexible anchors as six flexible restraints in Global coordinate system and report the same in to the log file b Transfers four restraints in one element and the last two restraints on the next available free element c Creates a unique connection node with the available free number 1 to 32000 and writes the displacement details in Global coordinates in the vectors 1 through 9 corresponding to CAEPIPE temperature T1 through T9 and notify the user by writing the message in to the log file d Displacement due to T10 Seismic and Settlement will not be transferred to CAESAR ll as CAESAR Il does not have provision to define the same Accordingly interface will report the message into the log file e Writes the same CNODE number to all the six flexible restraints Branch SIF Transfers Branch SIF as SIF 8 TEES to CAESAR ll The table below shows the CAEPIPE Branch SIF and the corresponding CAESAR II SIF 8 TEES Branch SIF in CAEPIPE SIF 8 TEES in CAESAR II Internal Ref number in CAESAR II Welding Tee Welding Tee 3 Reinforced Fabricated Tee Reinforce Fabricated Tee 1 Unreinforced Fabricated Tee Unreinforced Fabricated Tee 2 Weldolet Weldolet 5 Extruded
75. nd select the option Yes if it is turned on in CAEPIPE as shown in right figure below 20 Analysis Options BEN 71 xj z FRP Properties Database Definitions gt Miscellaneous Computational Control Code Temperature Pressure Dynamics Misc SIF s and Stesses GeometyDirectives PlotColrs Viewer Settings Default Code B31 3 lt ju Base Hoop Stress On 1D ju Piping code Occasional Load Fato 0 s v 0 Iv usero o e31 3 2002 y Yield Stress Criterion Max3DShear 7 Fi Add F A in Stresses No z off Default B31 3 Sustained SIF Multiplier 1 h El Add Torsion in SU STESS TES oj IV B31 3Welding ContourTeesMeetB16 9 DI Stress Stifering due to Pressure None 7 Reduced Intersection B31 1 Post 1980 Y ju F Allow User s SIF at Bend El Use liberal allowable stresses IC Use WRC329 I Class 1 Branch Flexibility ju Jur T Use Schneider 2 T 831 1 Reduced Fix o ju DI pl T All cases Corroded T No RFTAWLT in reduced fitting SIFs D T Liberal Expansion Stress Allowable D T Apply B31 8 Note 2 ii io ju Press Variation in EXP Case Default zi OK Cancel 7 Defaut Buttons grey wh i D ey when default is chosen v Click active button to change value to default Quit no Save Password c The analysis option in CAESAR Il corresponding to CAEPIPE Use liberal allowable stresses as shown in left figure below can be set as f
76. ne EN C Solve thermal case A l Friction Stiffness 17858 y D Ignore Spring Hanger Stiffness BI Elastic Modulus Friction Normal Force Variation 115 z 21 Include Spring Stifness in Hanger OPE Travel Cases D C Use temperature dependent modulus Ficion Angle Vain i 7 s Henger Defaut Restaint Stiiness 7765964010 z 7 BI ju 1 From the Tools menu select Configure Setup Select the tab Computational Control 3 Enter the Reference temperature of CAEPIPE at the Default Ambient Temperature as shown in right figure above 6 3 Pressure In CAEPIPE the options related to pressure loads can be set through this tab FRP Properties Database Definitions Miscellaneous Computational Control Code Temperature Pressure Dynamics pm SlFs and Stesses GeometyDiecives PltColre 3D ViewerSetings Default Code B31 3 z mi Base Hoop Stress On 1D z pi Occasional Load Facto 0 z Q p usePO A oj Yield Stress Criterion Max3DShear w D AddF A in Stresses No z 0 B31 3 Sustained SIF Multiplier 1 x 5 Add Torsion in SL Stress No z oj IV B31 3Welding Contour TeesMeetB16 9 D Stress Stiffening due to Pressure None jiu C Pd 2 D 2 d 2 Peak pressure factor 1 00 T Allow User s SIF at Bend jp Reducedintersecion 631 1 Post 1380 z PI I Use WRC329 pi I Class 1 Branch Flexibility
77. not be transferred to CAESAR ll and will be explicitly reported to the log file Hinge Joint Transfers as Expansion Joint using zero length elements with axial transverse and torsional stiffness as rigid Transfers the bending stiffness entered at the Hinge joint of CAEPIPE as bending stiffness of Expansion Joint in CAESAR Il Hinge direction in CAESAR II cannot be entered directly and is defined using restraints and connection nodes In addition the restraint line of action should be defined normal to the hinge axis Hence at this time the hinge direction defined in CAEPIPE will not be transferred to CAESAR II and will be explicitly stated in the log file for reference Refer CAESAR Il Application Guide for more details on modeling Hinge Joints Ball Joint Transfers as Expansion Joint using a zero length element with axial and transverse stiffnesses as rigid and essentially zero bending and torsional stiffnesses Rigid Element Transfers Rigid Element as Rigid Element to CAESAR ll The rigid element weight in CAESAR ll is the empty weight and does not include content and insulation weight CAESAR ll internally adds content and insulation weight to this empty weight On the other hand the weight of Rigid Element in CAEPIPE is the total weight inclusive of content and insulation Hence the Interface will deduct the content weight and insulation weight from the CAEPIPE Rigid Element weight and transfer the resulting empty weight to CAESA
78. nt at node 50 S S Name of the Model Model 023a Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 5 Number of Thermal Cycles 7000 6 Use pd 4t 7 Do not include bourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical CAEPIPE Hanger Report Node Spring Hot Rate Load 1015 10 715 1178 Total Weight Kg CAEPIPE 4227 4 CAESAR II 4233 4 Refer Appendix D amp E for details Support Load Sustained Node Fx Ib Fy Ib Fz lb Mx ft Ib My ft lb Mz ft Ib CAEPIPE 10 70 1521 6 50 24 237 CAESAR II 10 69 1521 8 50 24 236 CAEPIPE 70 90 3202 475 894 349 389 CAESAR II 70 90 3203 477 912 348 391 CAEPIPE 1040 20 543 4 655 198 41 CAESAR II 1040 21 544 5 660 202 42 59 Operating Case Node Fx Ib Fy Ib Fz lb Mx ft lb My ft lb Mz ft Ib CAEPIPE 10 2915 1626 520 509 260 182 CAESAR II 10 2906 1627 545 509 264 182 CAEPIPE 70 448 4389 4899 31572 2947 4365 CAESAR Il 70 453 4392 4908 31638 2942 4402 CAEPIPE 1040 3363 280 505 235
79. odel Analysis Options in CAEPIPE Model 014 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 c 5 Number of Thermal Cycles 7000 6 Use pd 4t 7 Do nat include bourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical Total Weight Kg CAEPIPE 3025 6 CAESAR II 3026 1 Support Load Sustained Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 16 1576 125 478 110 602 CAESAR II 10 16 1576 125 477 5 110 2 601 9 CAEPIPE 70 16 2449 125 3247 457 1643 CAESAR II 70 16 2448 125 3246 1 456 4 1642 4 43 Operating Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 434 1476 459 508 205 556 CAESAR II 10 434 1476 459 508 204 6 555 8 CAEPIPE 70 434 2549 459 2617 107 2641 CAESAR II 70 434 2548 _ 459 2616 3 107 4 2640 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 3 628 3 623 2 8 172 8 167 3 10 767 10 762 4 13 196 13 182 5 18 395 18 375 44 About Model 015 This model shown below is the same as Model 014 above with the following modifications a T
80. of the Reducer element was calculated manually as specified in the CAEPIPE and CAESAR II Technical Reference manual The difference in the weight results between CAEPIPE and CAESAR Il was minor in the hand calculations But the difference was significant between the results compared by KP and C Il To verify further two piping systems were modeled in both CAEPIPE and CAESAR II with the following specifications Model 1 Reducer_Larger_to_Smaller The first system was modeled with larger diameter pipe at the beginning and the smaller diameter pipe at the end with a reducer of larger diameter at the left end and smaller diameter at the right end placed in between two horizontal pipes The model shown in figure below has the following 1 Two pipe element of lengths 2m each Reducer Element of 500 mm length in between the two pipes The outside diameter and the wall thickness of the first pipe are 273 05 mm and 15 062 mm respectively 4 The OD1 and Thickness1 of the reducer element are 273 05 and 15 062 mm and OD2 and Thickness2 of the reducer element is 219 05 mm and 12 7 mm respectively 5 The outside diameter and the wall thickness of the second pipe are 219 05 and 12 7 mm respectively and 6 The density of the material is 7833 kg m3 and the density of the fluid is entered as O kg m3 Model 2 Reducer_Smaller_to_Larger On the other hand the second system was modeled with smaller diameter pipe at the beginning and the larger diam
81. ollows 1 From the Tools menu select Configure Setup 2 Select the tab SIF s and Stresses 3 Uncheck the option Liberal Expansion Stress Allowable if it is turned off in CAEPIPE and Check the option if it is turned on in CAEPIPE Analysis Options 2 x 1 CONFIGURATION SETUP x F 7 FRP Properties Database Definitions Miscellaneous Computational Control gt Code Temperature Pressure Dynamics Misc SIF s and Stresses CAD E Bere NAAA Default Code B31 3 wi ju Base Hoop Stress On 1D E ju Piping code Occasional Load Factor o z o muero o 831 3 2002 y Yield Stress Criterion Macoshea m D AddF AinStesses r aol Default B31 3 Sustained SIF Multiplier 1 Y ju Add Torsion in SL Stress o N IV B31 3Welding Contowr TeesMeetB16 9 D Stress St fening due to Pressure None 7 0 z T Allow User s SIF at Bend D Reduced Intersection 831 1 Post 1980 x 0 Use liberal allowable stresses TO Use WAC329 2 O Class Branch Flexibility ju Use Schneider 2 831 1 Reduced Fix ob All cases Connred jul T No RFTAVLT in reduced fitting SIFs ju T Liberal Expansion Stress Allowable D 7 Apply 831 8 Note 2 fi io pi Press Vanauon men case queam v 0 DK Cancel DA Bultara a ett dofauk ie choral Click active button to change value to default Quit no Save Password 21 6 2 Temperature
82. orted in the log file for user reference and the Data types such as Hanger Rod hanger etc placed at this location will not be transferred properly Long radius in CAEPIPE is transferred as long radius in CAESAR l 11 User defined bend radius from CAEPIPE is transferred as Bend radius in CAESAR Il with value corresponding to the User Bend Radius value in CAEPIPE Please note the CAESAR ll will generate an error message if the Radius of the Bend is less than Outer Diameter of the Section Short radius in CAEPIPE is transferred as User defined in CAESAR ll with the value equivalent to the OD of the preceding pipe At this time the Bend Material defined in the bend input dialog of CAEPIPE is not transferred to CAESAR II The material specified in CAEPIPE Layout frame is used for the bend Miter Bend Miter Bend from CAEPIPE is transferred as Bend with number of cuts in CAESAR l Widely spaced Miter bend from CAEPIPE is transferred as bend with two 2 miter points in CAESAR II Closely spaced Miter bend in CAEPIPE is transferred as bend with three 3 miter points in CAESAR ll All other parameters are the same as that of Bend Valve Transferred as Rigid Element to CAESAR II The weight entered in CAEPIPE is the empty weight without contents insulation etc and will be transferred to CAESAR ll as Rigid Element weight The additional weight entered into CAEPIPE will not be transferred to CAESAR Il By default for valve el
83. ot Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 5 Number of Thermal Cycles 7000 6 Use pd 4t 7 Do nat include bourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical Total Weight Kg CAEPIPE 2101 9 CAESAR II 2101 2 Support Load Sustained Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 0 943 0 47 0 36 CAESAR II 10 0 943 0 47 4 0 36 2 CAEPIPE 60 0 1159 0 1890 0 276 CAESAR II 60 0 1158 0 1890 0 275 6 Operating Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 3403 943 457 47 69 36 CAESAR II 10 3402 943 457 47 4 69 36 2 CAEPIPE 60 3403 1159 457 1890 5045 276 CAESAR II 60 3402 1158 457 1890 5044 1 275 6 39 Frequencies in Hz Mode Number CAEPIPE CAESAR Il 1 12 556 12 55 2 14 430 14 422 3 18 485 18 474 4 29 96 29 884 40 About Model 013 This model shown below is the same as Model 012 above with the following modification a Short radius bend at node 60 b Vertically downward pipe of length 3m and c Rigid anchor at node 70 mre Name of the Model Model 013 Analysis Options in CAEPIPE 1 Cod
84. ourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical CAEPIPE Hanger Report Node Spring Hot Rate Load 1015 10 715 1191 Total Weight Kg CAEPIPE 4227 4 CAESAR II 4233 4 Refer Appendix D amp E for details Support Load Sustained Node Fx Ib Fy Ib Fz Ib Mx ft lb My ft lb Mz ft lb CAEPIPE 10 0 1526 109 47 7 236 CAESAR II 10 6 1526 104 47 4 236 CAEPIPE 70 131 3208 576 1680 386 88 CAESAR II 70 128 3207 563 1574 385 115 CAEPIPE 1040 14 532 25 571 99 53 CAESAR II 1040 14 533 22 575 103 54 57 Operating Case Node Fx Ib Fy Ib Fz lb Mx ft lb My ft lb Mz ft lb CAEPIPE 10 3329 1589 798 435 601 205 CAESAR II 10 3299 1589 809 434 606 205 CAEPIPE 70 844 3970 2629 14439 3013 7612 CAESAR II 70 848 3967 2605 14252 3023 7642 CAEPIPE 1040 3544 287 969 2306 23798 627 CAESAR ll 1040 3548 288 973 2299 23816 628 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 7 553 7 545 2 9 567 9 547 3 10 498 10 470 4 14 236 14 223 5 14 637 14 611 58 About Model 023a This model shown below is the same as Model 022a above with the following modification a Flexible limit stop in Z direction with stiffness 1000 kg mm without friction coefficie
85. put format takes place as follows SI No CAEPIPE Input Being transferred to CAESAR ll as 1 Valves Rigid Element 2 Flange Rigid Element with 0 1mm length 3 Concentrated Mass Rigid Element with 0 1mm length 4 Hinge Expansion Joint with zero length 5 Bellows Expansion Joint 6 Ball Joint Expansion Joint 7 Elastic Element Expansion Joint 8 Cut Pipe Cold Spring 9 Tie Rod Rigid Element 10 Limit Stops Equivalent Restraints 11 Rod Hangers Restraints Y or Z 12 Threaded Joints SIF or TEES 13 User SIF SIF or TEES 14 Branch SIF SIF or TEES 4 Working Procedure 4 1 4 2 4 3 4 4 4 5 4 6 4 7 4 8 4 9 WACAEPIPE to CEASAR II Interface 15l xj CAEPIPE io CAESAR II Interface CAEPIPE File DAKP Cl qa kpiModel ODI mod mod CAESAR II File H kp ci qa kpimodel 001 cii al a Transfer Exit Selection of CAEPIPE mod file can be done in two ways viz by entering the name of the CAEPIPE mod file along with the valid path in the text box provided or by clicking the button available near the text box opens a file dialog and lets the user to navigate and select the CAEPIPE mod file Similarly enter the name of the CAESAR II batch file to be created as explained in Step 4 1 User can specify the Default Material and Hanger to be used in CAESAR II during the transfer through Option gt Set Default Cll Material and Hang
86. rature 20 c Number of Thermal Cycles 7000 Use pd 4t Do not include bourdon effect Do not use pressure connection for bends oloi NID A RJO PO Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical Total Weight Kg CAEPIPE 5218 1 CAESAR II 5224 Refer Appendix E for details Support Load Sustained Node Fx Ib Fy Ib Fz Ib Mx ft lb My ft Ib Mz ft lb CAEPIPE 10 84 3693 345 2016 489 2990 CAESAR II 10 84 3694 345 2017 489 2991 CAEPIPE 70 522 6410 1077 10081 141 3431 CAESAR Il 70 523 6411 1078 10086 139 3431 CAEPIPE 1040 438 3605 732 18951 1415 5452 CAESAR II 1040 439 3606 733 18962 1418 5457 51 Operating Case Node Fx Ib Fy Ib Fz lb Mx ft lb My ft Ib Mz ft Ib CAEPIPE 10 2583 3464 1285 2273 1083 2674 CAESAR Il 10 2582 3464 1285 2274 1083 2675 CAEPIPE 70 1452 7029 2959 2729 2871 10429 CAESAR Il 70 1453 7030 2958 2728 2870 10434 CAEPIPE 1040 4035 3216 1672 15506 25703 4432 CAESAR II 1040 4035 3217 1673 15516 25705 4435 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 4 403 4 396 2 6 978 6 971 3 8 342 8 331 4 9 626 9 65 5 13 51 13 492 52 About Model 020 T
87. s To enable the effective transfer of material information from CAEPIPE the description used in CAEPIPE Material Input is taken as a kev value and is entered in the field 1 CAEPIPEMat of table Material and the corresponding material number in CAESAR Il is then entered into the field 2 CAESARMat of table Material by referring the CAESAR ll documentation Secondly the table Cll_Material is used to define the default Cll material to be used during the transfer The interface collects all the CAESAR II materials listed in this table and displays them in a combo box if the user selects the Default Cll Hanger and Material from the Option menu User is then allowed to specify the default Cll material through this option If the material corresponding to CAEPIPE material description is not available in the material mapping DB then the interface uses this information to transfer itto CAESAR Il Hanger Mapping DB The Hanger Mapping DB supplied along with the software is used to map the CAEPIPE Hanger with the CAESAR II Hanger This Mapping DB basically has two tables viz Hanger and CII Hangers The table Hanger is used to map the CAEPIPE Hanger with the CAESAR II Hanger To enable the effective transfer of hanger information from CAEPIPE the internal reference number used in CAEPIPE is taken as a key value and is entered in the field 1 KP_Hanger of table Hanger and the corresponding hanger number in CAESAR Il is
88. s shown in the left figure below From the figure shown in the right below select the radio button Convert Neutral File to CAESAR Il Input File and then press the button Browse and select the cii file Si s C Upon successful conversion the user will get a message The conversion was completed successfully Now open the binary file A through File gt Open From the Input menu select piping as shown in the figure below 4 CAESAR II D AKP CIIFARC MODELSAD 5447521020 L File Input Analysis Output Tools Diagnostics ESL View Hel D Pipin Underground 19 Structural Steel Navigate to the element where the hanger is placed and then enter the CAEPIPE reported Hot Load and the Spring Rate at the marked fields in figure shown below Piping Input X QA_CIT MODEL 023A File Edit Model Kaux Plot Help osa ajaj 8 2 122 00 4 35 44 5 69 35 Po G 6 50 B SEA Blc gt zlelx From 1015 To 1020 Name m Hangers Node 1 015 Cnode r Design Data DX 178 000 mm pv Bend v Reducer Rigid JO SIFs amp Tees Expansion Joint Structural Restraints Displacements IV Hangers Equipment Nozzles Dj T Offsets Diameter 273 0500 Forces Moments Thermal Bowing Uniform Loads 17 Pitch amp Roll wind Wave Wt Sch 15 0620 Mill Tol zn 2 5000 Mill Tol
89. stalled in two ways 1 Using client module and 2 Using the Manage License Tool 2 6 1 Using Client module Launching the client product InfoPlant product module checks for the availability of the Activation Key corresponding to the module and pops up Security System dialog box in the client machine the InfoPlant product being loaded with provision to enter the Activation Key upon unavailability of the key Enter the Activation Key in the Activation Key text box and click the Activate button Upon successful installation user gets a message Activation Key successfully installed 2 6 2 Using Manage License Tool a Run the program ManageLicense exe available in the installation directory of SSTLM b Select Analyse Tool from the menu Tools for server version or select Analyse Tool available in the main menu of the InfoPlant product for standalone version c From the dialog box as shown in figure below select the product from the Select Product combo box d Select the check box Install or Repair Activation Key This enables the text box below the check box e Paste the Activation Key in it and press the button Install Key On successful installation user gets a message Activation Key successfully installed Select Product v Analyse Key Install or rs Activation Key Install Key _ Save License License _ Delete License License _ System into _ System into
90. the Model Model 007 Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Reference Temperature 20 c 5 Number of Thermal Cycles lt 7000 6 Use pd 4t 7 Do not include bourdon effect 8 Do not use pressure connection for bends 9 Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical Total Weight Kg CAEPIPE 1566 4 CAESAR II 1566 5 Support Load Sustained Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 0 783 0 0 0 19 CAESAR II 10 0 783 0 0 0 18 5 CAEPIPE 40 0 783 0 0 0 19 CAESAR II 40 0 783 0 0 0 18 5 Operating Case Node Fx Kg Fy Kg Fz Kg Mx Kg m My Kg m Mz Kg m CAEPIPE 10 2264 783 0 0 0 19 CAESAR II 10 2263 783 0 0 0 18 5 CAEPIPE 40 2264 783 0 0 0 19 CAESAR II 40 2263 783 0 0 0 18 5 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 15 458 15 452 2 15 458 15 452 3 17 789 17 781 36 About Model 011 This model shown below is the same as Model 007 above with the following modifications Long radius bend at node 50 Straight pipe of 2m lengths and c Flexible anchor at node 60 with stiffnesses kx ky kz 1000 kg mm and kxx kyy kzz 1000 kg m deg Name of the Model Model 011 Analysis Options in CAEPIPE 1 Code B 3
91. then entered into the field 2 Cll_Hanger of table Hanger by referring the CAESAR II documentation Secondly the table CII Hangers is used to define the default Cll hanger to be used during the transfer The interface collects all the CAESAR Il hangers listed in this table and displays them in a combo box if the user selects the Default Cll Hanger and Material from the Option menu User is then allowed to specify the default Cll hanger through this option If the hanger corresponding to CAEPIPE hanger is not available in the hanger mapping DB then the interface uses this information to transfer it to CAESAR II 85 Appendix B Errors and Descriptions This Appendix presents the list of errors their descriptions and the necessary actions to be taken a Enter all the Necessary Data and Proceed User has to enter the neutral file name model batch file name and has to select hanger type from the hanger list b Not a valid CAEPIPE mod file The CAEPIPE model file selected is not a valid mod file c Could not find a part of the path lt path gt Appears If the user enters the wrong path and file name in the CAESAR II File text box 86 Appendix C Units Mapping This sections lists how the CAEPIPE units are transferred to CAESAR ll SI No CAEPIPE Units CAESAR II Units 1 Length Length 2 Force Force 3 Weight Force 4 Moment Moment Inp
92. traint Cases considered for analysis are sustained operating and seismic Cut off frequency is 33 Hz Piping code used is ASME B31 3 Name of the Model 7522029 D105 rev14a friction mod Analysis Options in CAEPIPE Code B 31 3 2002 Do not Include axial Force in Stress Calculations Do not use liberal allowable stress Use pd 4t Do not include bourdon effect Do not use pressure connection for bends Include missing mass connection Do not use friction in dynamic analysis olo NID A RJO PO Include hanger stiffness Total Weight Kg CAEPIPE 309 65 CAESAR II 309 30 Support Load Sustained Node Fx Ib Fy lb Fz lb Mx ft lb My ft lb Mz ft lb CAEPIPE 10 1 129 1 1 0 3 CAESAR Il 10 1 129 1 1 0 3 CAEPIPE 140 1 84 1 50 5 21 CAESAR II 140 l1 84 1 50 5 21 CAEPIPE 250 9 57 7 6 13 1 CAESAR II 250 9 58 8 6 13 1 70 Operating Case Node Fx lb Fy lb Fz lb Mx ft lb My ft Ib Mz ft Ib CAEPIPE 10 63 361 232 623 94 246 CAESAR II 10 60 355 230 615 96 243 CAEPIPE 140 133 609 169 958 267 142 CAESAR Il 140 131 602 167 948 265 140 CAEPIPE 250 294 1131 323 340 652 2121 CAESAR Il 250 287 1151 323 344 661 2178 Seismic Case Node F
93. traints to CAESAR II The following is the algorithm used for transferring the Guide details to CAESAR II a Transfer as double acting restraints with or without specified gap b Guide placed in the horizontal or skewed pipe will be transferred as two restraints orthogonal to pipe axis c Guide placed in the vertical pipe will be transferred as Guide in CAESAR II Generic Support Generic Support from CAEPIPE will not be transferred to CAESAR II as CAESAR II does not have an equivalent element Accordingly interface writes them in log file to notify the users Hanger Transfers Hanger as Hanger to CAESAR II Since the hanger selection algorithm of CAEPIPE is slightly different from the CAESAR ll it was observed during the Verification and Validation of the Interface see Section 7 0 that the results produced by CAEPIPE and CAESAR ll is different i e for the test problems reported in Section 7 0 CAESAR Il selected the smallest single spring that satisfies all design requirements whereas CAEPIPE selected the larger spring to be on more conservative side if two or more spring options are feasible Hence at this time in order to obtain almost identical results from CAEPIPE and CAESAR II for a typical piping problem with hangers we recommend the user of this interface to manually model the hanger i e the internally selected variable spring hanger of CAEPIPE as a User defined hanger in CAESAR II input file with the
94. ure Jacketed End Cap At this time Interface will not transfer the Jacketed End Cap to CAESAR II Limit Stop Transfers Limit Stop as Single Double acting Restraint to CAESAR II The following is the algorithm used in transferring the Limit Stop to CAESAR II For clarity assume the direction of Limit Stop as Global Y i e 0 1 0 a If the Upper Limit is NONE and the Lower Limit gt 0 in CAEPIPE then the interface will transfer as Y Restraint in CAESAR Il with gap as specified in Lower Limit of CAEPIPE b If the Upper Limit gt 0 and the Lower Limit is NONE in CAEPIPE then the interface will transfer as Y Restraint in CAESAR Il with gap value as specified in Upper Limit of CAEPIPE c If the Upper Limit gt 0 and Lower Limit lt 0 then the interface will transfer as Y restraint with gap as absolute value specified in Lower Limit and Y restraint with gap as absolute value specified in Upper Limit d If the Upper Limit gt 0 and the Lower Limit gt O then the interface will transfer as Y restraint without gap and the same will be reported to the log file e If the Upper Limit lt 0 and Lower Limit lt 0 then the interface will transfer as Y restraint without gap and the same will be reported to the log file 17 Nozzle Transfers Nozzle as Nozzle to CAESAR ll Transfers both WRC 297 and API 650 Nozzle from CAEPIPE to CAESAR II Restraint Transfers restraint as doub
95. ut 5 Moment Moment Output 6 Stress Stress T Temperature Temperature 8 Pressure Pressure 9 Modulus Elastic Modulus 10 Density Pipe Density il Insulation Density Insulation Density 12 Density Fluid Density 13 Stiffness Translational Stiffness 14 Rotational Stiffness Rotational Stiffness 15 Additional Weight Uniform Load 16 G s G Load 17 Pressure Wind Load 18 Dimension Elevation 19 Dimension Compound Length 20 Dimension Diameter 21 Dimension Thickness 87 Appendix D Hanger This section lists how to model the Hanger manually in CAESAR Il corresponding to CAEPIPE Hanger report results To get good comparison between CAEPIPE and CAESAR ll results the Hot Load and Spring Rate obtained from hanger report of CAEPIPE analysis results are entered manually at the hanger location of CAESAR ll at the Operating Load and Spring Rate of hanger input in CAESAR Il The procedure for entering the Hot Load and Spring Rate from CAEPIPE Hanger report to CAESAR l is given below 1 Perform the Analysis in CAEPIPE and note down the Hot Load and Spring Rate from the Hanger Report for each hanger location Convert the CAEPIPE model file mod to CAESAR Il format cii electronically using the KP2CII Interface Convert the batch input cii file into binary file A through CAESAR II gt Tools gt External Interface Tools gt External Interfaces gt CAESAR II Neutral File a
96. with the available free number 1 to 32000 in CAESAR Il and writes the displacements defined for each temperature in CAEPIPE T1 to T9 to vector 1 through 9 of CAESAR II The displacements defined under the T10 Seismic and Settlement will be ignored and NOT written to CAESAR ll at this time User has to add create the load combination in CAESAR Il before performing the analysis This is explicitly reported in the log file Transfers flexible anchors as six flexible restraints to CAESAR II X Y Z RX RY and RZ The stifinesses defined in CAEPIPE in the six degree of freedom are written to each restraint type in CAESAR II Since CAESAR II does not have the provision to write all the restraint types in one element interface writes the first four restraints in one element and the balance two restraints are filled in the available free element by clearly indicating the Anchor Node number Transfers flexible anchors with displacements as listed below a Transfers flexible anchors as six flexible restraints b Transfers four restraints in one element and the last two restraints on the next available free element c Creates a unique connection node with the available free number 1 to 32000 and writes the displacement details in the vectors 1 through 9 corresponding to CAEPIPE temperature T1 through T9 d Displacement due to T10 Seismic and Settlement will not be transferred to CAESAR ll as CAESAR Il does not have provision to define the sa
97. wo horizontal pipes of length 1m and b Valve between two pipes with 100 kg weight and 600mm length gt me Name of the Model Analysis Options in CAEPIPE Code B 31 3 2002 Do not Include axial Force in Stress Calculations Do not use liberal allowable stress Model 015 Reference Temperature 20 Number of Thermal Cycles 7000 Use pd 4t Do not include bourdon effect Do not use pressure connection for bends oloi NID O1 R Go PO Do not include missing mass connection 10 Do not use friction in dynamic analysis 11 Y Vertical Total Weight Kg CAEPIPE 3580 CAESAR II 3579 6 Support Load Sustained Node Fx Ib Fy Ib Fz Ib Mx ft Ib My ft lb Mz ft lb CAEPIPE 10 276 2722 38 654 51 928 CAESAR Il 10 276 2723 _ 38 654 51 928 CAEPIPE 70 311 2463 659 864 1064 294 CAESAR Il 70 311 2464 _ 659 864 1064 293 CAEPIPE 1020 587 4912 _ 622 9063 4031 27555 CAESAR Il 1020 587 4913 _ 622 9065 4032 27564 45 Operating Case Node Fx Ib Fy Ib Fz lb Mx ft lb My ft Ib Mz ft Ib CAEPIPE 10 8877 l 2744 1755 L 1140 922 1072 CAESAR II 10 8877 l 2745 L 1755 L 1140 922 1075 CAEPIPE 70 3869 5363 2575 9779 380 31130 CAESAR II 70 3869 5364 2576 9782 380 31134
98. x lb Fy lb Fz lb Mx ft lb My ft Ib Mz ft Ib CAEPIPE 10 38 6 33 4 5 5 CAESAR II 10 38 6 34 4 5 5 CAEPIPE 140 44 61 58 113 181 334 CAESAR II 140 44 61 58 113 181 334 CAEPIPE 250 49 18 18 4 33 52 CAESAR Il 250 49 18 18 4 34 54 Frequencies in Hz Mode Number CAEPIPE CAESAR II 1 1 991 1 993 2 3 662 3 665 3 6 041 6 051 4 8 686 8 688 71 About 7513306 D157 rev13a friction This model is a 6 and 8 nominal diameter carbon steel A53 Grade B 300 Ib class insulated piping svstem connected to Residue MP steam generators in a Oil Refinerv Expansion Project Operating temperature is 232 C The model consists of straight pipes elbows reducers tees and flanges The svstem is of welded construction and has 18 limit stops 10 lateral restraints and 2 valves Cases considered for analvsis are sustained operating and seismic Cut off frequencv is 33 Hz Friction at supports is considered in the dynamic analysis Piping code used is ASME B31 3 a W 72 Name of the Model 7513306 D157 rev13a friction mod Analysis Options in CAEPIPE 1 Code B 31 3 2002 2 Do not Include axial Force in Stress Calculations 3 Do not use liberal allowable stress 4 Use pd 4t 5 Do not include bourdon effect 6 Do not use pressure connection for bends 7 Inclu

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