SMAP Version 6.51 Update Note
Contents
1. Cancel 20 21 22 23 24 25 Drawing Arc When you press down and hold mouse button an arc will be drawn on Base Mesh Window which will be arc origin and then release Drag the mouse to the location the mouse button The example shows 5m radius half circle representing tunnel arch End Group Menu Click End Group menu End Group Window When you want to finish group generation and save in a file click Finish and Save Output radio button type in output file Note that this output file is to be used as the input file to the ADDRGN 2D Program Close PLTDS name and click OK button ADDRGN 2D Execute Menu Run gt Addrgn gt Addrgn 2D gt Execute Open Input File Click Browse button for input file File Open Window Double click the input file which you have prepared for ADDRGN 2D For example ADDRGN NEW which you have created in Step 22 lt lt S355 o Pm e O a AFN FINITE ELEMENT MESHES Node Element Start Group Line Segment Arc Segment End Group Child Window x Group No 1 Tunnel Section Total Number of Groups 1 Next Group Generate Next Group Finish and Save Output Enter Output File ADDRGN NEW Note ADDRGN INP is the input file to program ADDRGN 2D When you execute ADDRGN 2D following output files will be generated Group Mes contai2. Select MTYPE xl Select MTYPE 1 C MTYPE 2 3 C MTYPE 4 C 5 Bi IE LES C MTYPE 1 C MTYPE 2 C MTYPE 3 4 0 Start X r Group Identity Group No 1 Title Group 1 Tunnel Section Material Parameter 3 Assign new material number within closed loop MATNO 2 1 00 2 1 00 THIGI 010 2 di LTP 2 war fy Wan py 2 LMATo 2 r Coordinate Constraint Generated coordinates are movable 7 Generated coordinates are not movable Element Activity r PLTDS Plot r FEMAP Plot NAC NDAC Mesh Mesh gum Principal Stress v Deformed Shape MATNO po IV Deformed Shape Arrow Deformed Shape 0 0 IV Beam Continuum Contour LMaT 3 393 Truss Beam 0 0 Contour Truss 0 Reference Line Principal Stress e OK Cancel Go To End Group 15 16 17 18 19 Line Segment Menu Click Line Segment menu to draw line Line Segment Window Default is set as Mouse Pickup for line coordinates When you want to locate the coordinates of a line by mouse simply click OK button Drawing Line Click the mouse at the location where the line begins and then click the mouse where the line ends A straight line will be drawn on the
3. not available for KS 1 High Explosive Solid Element Refer to description in the following page for definition SMAP 3D User s Manual 4 65a Element Surface Designation and Local Axes 78 4 Node Tetrahedral Element I 1 I 1 1 2 3 2 1 3 5 3 1 5 2 4 2 5 3 For KP 1 132 4 66 SMAP 3D User s Manual Card Input Data and Definitions Main File Group 6 6 1 NBEAM NBEAM Total number of beam element If 0 go to Card Group 7 6 2 NBMST NBMST Use NBMST 1 6 3 NTNB NTNB Number of material property set for beam element 6 4 1 MATNO MR NEHNO MATNO Material number MR Moment release flag 0 No hinge 1 Hinge at node I 1 Hinge at node J 2 Hinge at node I and J NEHNO Young s modulus multiplication factor history number in Card Group 9 2 3 Beam Element 6 4 2 WL RHO E G J L I Cross section area Weight per unit length of beam Mass density Young s modulus Shear modulus Z For Each Msterial Torsional moment of inertia Moment of inertia about member y axis Moment of inertia about member z axis
4. 5 5 2 1 2 Linearly distributed static normal pressure a atI Pp a at I 3 Linearly distributed surface traction qx defined in global coordinate system dy a at I q a at I 4 Linearly distributed surface traction defined in global coordinate system a at L qy a at I 5 Static normal pressure is given as 49 5 WY 4 C D O 5 Continuum Element a function of global X and Y coordinate Element Surface Traction P o a Fa X a Y 6 Global surface traction q is given as a function of global X and Y coordinate a ta a Y 7 Global surface traction q is given as a function of global X and Y coordinate a a X Y Refer to description in the following page for definition 4 37 SMAP S2 User s Manual Card Input Data and Definitions Main File Group 6 Number of different material property max 50 6 4 1 2 1 MATNO MODELNO NEHNO MATNO Material number MODELNO Material model number NEHNO Young s modulus load history number specified in Card 10 4 Beam Element c 2 A QO Y Uu 2 O 75 c 75 U Material Property Data For NBLT SMAP 2D Version 6 1 Update SMAP 2D User s Manual 4 65 Input Data and Definitions Main File Group 5 5 7 5 7 1 NUMEST NUMES
5. 7 warp EE LMATI Fr LTPo 2 LMATo 2 LTPi description of material parameters and r Coordinate Constraint Generated coordinates are movable Generated coordinates are not movable element activity Click OK button when the Sees EUR z NDAC Mesh Mesh fo rm IS fi led 0 Principal Stress Deformed Shape 0 Deformed Shape Arrow Deformed Shape Continuum Contour 99 Truss Beam K Truss Reference Line Principal Stress OK Cancel Go To End Group Arc Segment Menu Click Arc Segment menu to draw a straight radial line Refer to Step 18 Arc Segment Window 1 As Straight radial line let s consider a rock M ee bolt with a length of 5 m at 60 degrees ME en Click OK button when finished xo yarn m Enter Radius and Angle Horizontal Radius b Vertical Radius fio Beginning Angle Ob Ending Angle Deg Ge CNN Note When Ob a straight radial line is drawn from Rix to That is Rx and Ry represent radial distances at angle Q Ob Ge r Divisions and Inclusions Number of divisions o 2 Include beginning amp ending point Cancel Go To Line Segment 44 Drawing Arc Refer to Step 20 The example shows a rock bolt at 60 degrees 45 End Group
6. EST Windows Update CES gt Accessories gt AERIS r smtown E Programs 53 Documents E Settings ini x Programs C SMAP S2 C SMAP T2 C SMAP 3D C TUNA Plus Kepin o Select Working Directory to Save Output Files Files in the Directory ADDRGN NEW EAAGHCAY Doubleclick Desired Directory INPUT Note Before clicking OK make sure that files are shown in your working directory SMAP 2D 10 xl Run Setup X Exit Smap Presmap Addran Execute b b g Femap gt Plotmesh Supplement Load 5 r Input File Browse FC Mesh File Base Mesh Existing Mesh File Browse OK Cancel Base Mesh Window As an example consider a Base Mesh which is 30 meters in width 20 meters in height and 0 5 meter in element size Click OK button when finished Plot Mesh Double click the first item FINITE ELEMENT MESHES in the list box when finished Click OK button Base Mesh Plot 30m x 20m base mesh which is specified in Step 6 will be shown on the screen along with grid and tick marks Mouse Pickup Menu To access Mouse Pickup Method select Draw Style gt Mouse Pickup CI ij x Horizontal Block Horizontal blocks are defined from left to right Number of blocks in direction 1 7 No Width Element Size DX Normalized Mid
7. MB and MT will not be influenced by editing Refer to updated manual SMAP 3D ADDRGN 3D User s Manual Page 6 18 SMAP S2 2D 3D SMAP S2 2D 3D main processing program includes the following new features Exceptional Continuum Material Numbers for Embedding Truss Continuum material numbers MATP MATP and MATP Card 7 3 are not allowed to embed truss element Element Activity Based on Material Property Number Element activity in Card Group 8 can be specified based on material property numbers Refer to updated manuals SMAP S2 SMAP S2 User s Manual Pages 4 42 and 4 44 SMAP 2D SMAP 2D User s Manual Pages 4 81 and 4 83 SMAP 3D SMAP 3D User s Manual Pages 4 67 and 4 69 SMAP Version 6 50 Update Note November 5 2005 Now SMAP has its own 3D post processing program PLOT 3D Using PLOT 3D results of 2d 3d analyses can be graphically viewed without any additional input data for Post File The key features of PLOT 3D are Plot finite element meshes It reads the Mesh File described in Section 4 3 and plots meshes along with node element boundary code and material numbers Plot results of analyses automatically It reads the Mesh File and SMAP output files and then with no input for Post File plots contours of stress strain displacement iso surface principal stress vectors and deformed shapes Compute intersections of surfaces It reads the Mesh File containing shell elements for 3D surfaces and shows t
8. displayed gt Material 1 1 FINITE ELEMENT MESHES 62 63 Saving Modification To save all the modifications for AIG file follow the same procedure as described in Steps 21 and 22 Generating Finite Element Mesh To generate and plot the finite element mesh corresponding to the AIG file described in Steps 32 through 62 follow the Steps 23 through 31 SMAP S2 Version 6 1 Update SMAP S2 User s Manual 4 27 Input Data and Definitions Main File Group 5 2 5 5 91 NUMEST NUMEST Nunber of element surfaces where tractions are specified max 3000 If NUMEST 0 go to Card Group 6 5 9 2 1 NUMEST NEL KH KD Cards J L Element number Element surface designation number Load history number specified in Card 10 4 If KH 0 constant static Continuum Element pressure traction vector is acting all Element Surface Traction the time Uniformly distributed traction vector is defined in local coordinate system P a a P a 5 WY 4 C D 5 Uniformly distributed traction vector is defined in global coordinate system a a P is static normal pressure Compression is positive 4 27a SMAP S2 User s Manual Input Data and Definitions Main File Group
9. mesh and element number Draw finite element node and element number C Draw element number and skeleton boundary codes C Draw element number and fluid boundary codes Draw element number and rotational boundary codes OK Program Mame ADDRGNZD Program is running Wait PRESMAP Mesh Plot Option Be r Do you want to plot the generated mesh Yes C No Gerz Program is running Wait Program MFLOTDS PLTDS Plotting List lalx r Select From Unplotted List 2 FINITE ELEMENT MESHES 3 NODE NUMBERS 4 ELEMENT NUMBERS 5 MESHES AND SKELETON BOUNDARY CODES DEFAULT B C ISX 0 ISY 0 MESHES AND FLUID BOUNDARY CODES DEFAULT B C IF 0 IFY 0 7 MESHES AND ROTATIONAL BOUNDARY CODES DEFAULT B C IRZ 1 Select From Plotted List OK Cancel 32 23 34 35 36 Modifying Existing AIG File Adding Additional Groups Follow Steps 1 through 4 At Step 5 select Old for Input File and click Browse button to open AIG file File Open Window Double click the input file which you have prepared for ADDRGN 2D In this example we are using ADDRGN NEW which was created in Step 22 Base Mesh Window r Horizontal Block Horizontal blocks are defined from left to right Number of blacks in X direction 1 v Information about base mesh
10. 4 Segment No 0 Title Tunnel r Material Parameter 1 Generate lines amp remove elements within closed loop 2 KF 19 o KF oo 000 LTP 2 LMAT 1 ETPi im LMATI 0 LT Po 0 LMATo fo Coordinate Constraint Generated coordinates are movable Generated coordinates are not movable r Element Activity PLTDS Plot r FEMAP Plot NAC NDAC Mesh Mesh 0 0 Principal Stress Deformed Shape 0 0 Deformed Shape Deformed Shape 0 0 Beam 7 Continuum Contour LMAT 0 0 Truss Beam 0 0 Contour Truss 0 0 Reference Line Principal Stress OK Cancel Go To End Group Segment 1 Group No 4 Utility Tunnel m Origin By C Mouse Pickup Xo 75 Yo r Enter Radius and Angle Enter Origin Rx 2 5 Vertical Radius 25 Beginning Angle 0 Ending Angle Deg Qe 360 Horizontal Radius Note When Ob Ge a straight radial line is drawn from Rx to Ry That is Rx and Ry represent radial distances at angle O Ob Ge m Divisions and Inclusions Number of divisions 0 2 Include beginning amp ending point Cancel Go To Line Segment Follow the same procedure as in Steps 51 and 52 Refreshing Plot Follow the same procedure as in Step 53 A new plot with Group No 4 representing the utility tunnel will be
11. AP S2 Example VP6 3 DAT SMAP 2D Example VP16 2 DAT SMAP 3D Example VP14 2 DAT SMAP S2 2D 3D supports Contour Plots of Yield Flag NCTS 25 for NPTYPE 6 in PLTDS Plots Plastic zones have the value of 1 and elastic zones have the value of 0 Refer to example problems SMAP S2 Example VP1 3 DAT SMAP 2D Example VP4 2 DAT SMAP 3D Example VP4 3 DAT TUNA Plus includes AIG for USLAYER DAT in Run menu AIG for USLAYER DAT generates the file USLAYER DAT using GUI USLAYER DAT contains the coordinates of User Specified Soil Rock Layers in Card Group 3 4 The original coordinates specified in Card 3 4 2 will be replaced by those coordinates in USLAYER DAT The procedure to use AIG for USLAYER DAT in TUNA Plus is the same as that illustrated Steps 5 through 22 for Note 1 Refer to example problem EX10 DAT ADDRGN 2D Input GUI AIG ADDRGN 2D Input GUI AIG SMAP Start gt Programs gt SMAP gt Smap SMAP Program Menu Select SMAP 2D radio button and then click OK button Working Directory Working directory should be the existing directory where all the output files are saved Click the disk drive double click the directory and then OK button ADDRGN 2D Input Menu Run gt Addrgn gt Addrgn 2D gt Input ADDRGN 2D Input File Window When you create input file for the first time select New for Input File Base Mesh for Mesh File and then click OK button
12. Base Mesh Window The example Shows a 10 meter horizontal line representing a tunnel invert Arc Segment Menu Click Arc Segment menu to draw arc Arc Segment Window Default is set as Mouse Pickup for arc origin First type in horizontal radius Rx vertical radius Ry beginning angle Qb and ending angle Qe Click OK button when finished Node Element Start Group Line Segment Arc Segment End Group Child Window LT xi Segment 1 Points By Mouse Pickup Enter X and r Enter Beginning Point Enter Ending Point x Divisions and Inclusions Number of divisions 0 2 Include beginning amp ending point H 5 9 mtertal FINITE ELEMENT 5 5 Node Element Start Group Line Segment Arc Segment End Group Child Window TT x SegmentNo 2 Origin By Mouse Pickup C Enter X and Y r Enter Origin Yo r Enter Radius and Angle Horizontal Radius 5 Rx X Ry Vertical Radius 5 FOR i inni 0 1 XoYo Beginning Angle Deg Ob Ending Angle Deg Qe 180 Note When Qe a straight radial line is drawn from Ri to That is Rx and Ry represent radial distances at angle Q Ge r Divisions and Inclusions Number of divisions 0 2 Include beginning amp ending point x
13. D Example VP16 1 DAT SMAP 3D Example VP14 1 DAT PLTDS supports plotting deformed shapes based on element numbers In Card Group 11 4 5 prefix negative sign to NSR for element based deformed shape plot NSR JCR ICR NIR where NSR Starting element number for row plot JCR Element number increment in a row NJR Number of elements in a row ICR Element number increment for next row NIR Total number of rows Example C SMAP SMAP2D EXAMPLE SMAP NATM 2D 2D 1 2D 1 DAT TUNA Plus supports straight line segments and removal of material regions In Card Group 3 4 3 and 3 4 4 the value of Young s modulus E determines these additional features ForE 0 3 straight line segments connecting X1 Y1 through X4 Y4 will be built If X3 1 0E 30 only the first line segment will be built For E 1 Materials in this region will be removed If X4 1 0 30 a triangle consisting of the first 3 apexes will be removed SMAP S2 2D 3D supports Automatic Removal of Deactive Elements for NPTYPE 2 and 6 in PLTDS Plots so that users can specify all continuum elements using NGROUP 0 Note that post processing program PLTDS identifies deactive elements based on ACDAC DAT and CYCLE DAT files in the working directory ACDAC DAT contains element activity information and CYCLE DAT contains information relating Step No to Time SMAP S2 does not generate CYCLE DAT since Step No is the same as Time Refer to example problems SM
14. Menu Click End Group menu Refer to Step 21 46 End Group Window Select Generate New Group Click OK button to generate next group Refer to Step 22 47 Adding Group No 3 and 4 To generate rock bolts at 90 and 120 degrees repeat Steps 38 through 46 48 49 50 51 52 Modifying a Segment For example let s assume that we want to change the rock bolt length from 5 m to 7 5 m for Group No 3 Start Group Menu Type in 3 for Group No and type in 1 for Segment No Click OK button Arc Segment Window Arc Segment Window containing Segment No 1 of Group No 3 will be shown Change the Vertical Radius Ry to 12 5 m and click OK button End Group Menu Click End Group menu as in Step 21 End Group Window m Group Identity Group No 3 Segment No Title GroupNo 3 r Material Parameter 2 Generate lines 7 MANO 2 KF 10 marnoi o uo IP 2 menijo 0 tWMeo po Coordinate Constraint Generated coordinates are movable 7 Generated coordinates are not movable m Element Activity r PLTDS Plot r FEMAP Plot NAC NDAC Mesh Mesh 0 0 Principal Stress Deformed Shape 0 Deformed Shape 0 0 Beam Continuum Contour 3 0 999 Truss Beam 0 0 Arrow Deformed Shape LMAT Contour IV Truss Reference Line 0 Principal Stre
15. No 0 Title GroupNo 2 Material Parameter B Nullify the Current Group No MAING F2 KF MTYPE oo mcf 7 LMAT F1 o Fg o r PLTDS Plot r FEMAP Plot Mesh Mesh Principal Stress Deformed Shape Deformed Shape Deformed Shape Beam Continuum Contour v Truss Contour v Truss Reference Line Principal Stress DK Cancel Go To End Group Follow the same procedure as Steps 51 and 52 Refreshing Plot To reflect the modification select Plot gt Replot as in Step 53 A new plot with the Group No 2 missing will be displayed 3333 o 2 2 2 FINITE ELEMENT MESHES 58 59 60 61 Replacing a Group For example let s assume that we want to completely rewrite Group No 4 to represent a utility tunnel with a radius of 2 5 m located at 7 5 m to the left and 7 5 m to the top from the origin of the arch tunnel Click Start Group menu type in 4 for Group No select MTYPE 1 fill in rest of columns and click OK button It should be noted that Segment No in this Start Window should be 0 Arc Segment Click Arc Segment menu as in Step 18 Fill the dimensions of utility tunnel on the Arc Segment Window as shown Click OK button End Group r Group Identity Group No
16. SMAP Version 6 51 Update Note April 1 2006 GEN 3D SMAP 3D pre processing program includes the following new features Generating Straight Circular Line Block Each block can be specified as either straight or circular line block Specifying Different Material Numbers for Each Block Different material numbers can be specified for each block Some designated material numbers within a block can be removed New Input Data Format for Block Coordinate and Block Data Input data formats have been changed for block coordinate and block data Refer to updated manual SMAP 3D GEN 3D User s Manual Pages 5 67 to 5 73 ADDRGN 2D SMAP S2 2D pre processing program includes the following new features Exceptional Material Numbers for Editing For IEDIT 2 and 3 in Card 3 3 those elements with material numbers of MC MB and MT will not be influenced by editing Material Number for MATold For MTYPE 4 and 4 in Card 3 3 5 4 1 program automatically assigns MATold MATNO 1 if MATNO is positive and program takes initial value for MATold if MATNO is negative Boundary Conditions for Base Mesh Left right top and bottom boundary conditions for base mesh in Card 4 1 can be specified as either free or roller Refer to updated manuals SMAP S2 ADDRGN 2D User s Manual Pages 6 4 and 6 14 SMAP 2D ADDRGN 2D User s Manual Pages 6 4 and 6 14 For IEDIT 2 3 2 and 3 in ADDRGN 3D Card 3 3 those elements with material numbers of MC
17. T Nunber of element surfaces where tractions are specified max 3000 If NUMEST 0 go to Card Group 6 5 7 2 1 NUMEST NEL KP KH KD a Element number Element surface designation number Load history number specified in Cards 9 2 3 1 through 9 2 3 5 If 0 constant static pressure traction vector is acting all the time Uniformly distributed traction vector is defined in local coordinate system Continuum Element Element Surface Traction P a P a P a oO O i 2 Y 4 c LL X O fo LLI il LL Uniformly distributed traction vector is defined in global coordinate system a a P is static normal pressure Compression is positive 4 65a SMAP 2D User s Manual Card Input Data and Definitions Main File Group 5 7 5 7 21 2 Linearly distributed static normal pressure a at I atl 3 Linearly distributed surface traction qx defined in global coordinate system a at I a at I 4 Linearly distributed surface traction defined in global coordinate system a at 1 at IL 5 Static normal pressure P is given as a function of global X and Y coordinates P a a X a Y 6 Global surface traction is given as a function of global X and Y coordinates ta X a Y 7 Global surface traction is given as a function of global X and Y coordinates q a t
18. a a P za P is static normal pressure Compression is positive Linearly distributed static normal pressure P a atl Pw a atl at I Linearly distributed surface traction defined in global coordinate system ath atl a atl at I Continuum Element Element Surface Traction ae 5 WY 4 C D 5 SMAP 3D User s Manual 4 64a Card Input Data and Definitions Main File Group 9 7 5 7 2 1 4 Linearly distributed surface traction defined in global coordinate system q a atl q a atl a atl at I 5 Linearly distributed surface traction defined in global coordinate system qz4 a atl 4 atl Gz2 a atl q at I 6 Static normal pressure is given as a function of global X Y and Z coordinate Pa XA Fa 2 7 Global surface traction q is given as a function of global X Y and Z coordinate dy a a Y a Z 8 Global surface traction q is given as a function of global X Y and Z coordinate dy dy a Ata Y a Z 9 Global surface traction q is given as a function of global X Y and Z coordinate qz X taYta Z Continuum Element Element Surface Traction Hx 5 WY iW T 5 Note Element surface tractions
19. a X a Y Continuum Element Element Surface Traction o 5 N p e D de 9 5 LL Note Element surface tractions are not available for KS 1 High Explosive Solid Element Refer to description in the following page for definition 4 75 SMAP 2D User s Manual Input Data and Definitions Main File Group Number of different material property max 50 6 4 1 2 1 MODELNO NEHNO MATNO Material number MODELNO Material model number NEHNO Young s modulus multiplication factor history number in Card Group 9 2 3 Beam Element gt QO 79 Ww 2 O UO u O Uu D Material Property Data For Each Material For NBLT SMAP 3D Version 6 1 Update 4 64 SMAP 3D User s Manual Input Data and Definitions Main File Group 5 5 7 5 7 1 NUMEST NUMEST of element surfaces where tractions are specified max 3000 If NUMEST 0 go to Card Group 6 5 7 2 1 NUMEST NEL KH KD a Element number Element surface designation number Load history number specified in Cards 9 2 3 1 through 9 2 3 5 If KH 0 constant static pressure traction vector is acting all the time Uniformly distributed traction vector is defined in local coordinat system P a a P a P a Uniformly distributed traction vector is defined in global coordinate system P
20. erial zones IEDIT 4 Refer to notes for ADDRGN 2D Input GUI AIG and example problems ADD2D 7 DAT ADD2D 8 DAT and ADD2D 9 DAT In addition to easy mesh generation features AIG can be used to specify element activity data for main file and graphical data for post file Execution of ADDRGN 2D generates three output files GROUP MES Mesh file GROUP MAN Main file containing element activity GROUP POS Post file SMAP S2 2D 3D supports linearly distributed surface traction given as element nodal intensities or functions of global coordinates Refer to updated manuals and example problems in the directory C SMAP SMAP2D EXAMPLE SMAP NATM SMAP S2 Pages 4 27 and 4 27a Example S2 1 L DAT SMAP 2D Pages 4 65 and 4 65a Example 2D 1 L DAT SMAP 3D Pages 4 64 4 64a and 4 65a Example 3D 2E L DAT SMAP S2 2D 3D supports the change of tangent Young s modulus as function of time Refer to updated manuals and example problems SMAP S2 Page 4 37 Example VP13 6 DAT Beam SMAP 2D Page 4 75 Example VP21 6 DAT Beam SMAP 3D Page 4 66 Example VP21 2 DAT Shell Example VP21 3 DAT Beam SMAP S2 2D 3D supports NEL NEL generation feature for the specification of element activity data in Card Group 8 For element numbers from NEL to NEL to have the same active and deactive steps prefix negative sign to NEL For example NEL NAC NDAC NEL NAC NDAC Refer to example problems SMAP S2 Example VP6 2 DAT SMAP 2
21. for IEDIT 5 in C SMAP SMAP3D EXAMPLE ADDRGN ADD 3D MOD 5 Whole Meshes Shell and Joint Elements generated by ADDRGN 3D NNEWZI OUT SMAP 2D 3D supports Ko condition for Engineering Model MODELNO 10 and Duncan amp Chang Hyperbolic Model MODELNO 12 Refer to updated manuals SMAP 2D User s Manual Page 4 34 SMAP 3D User sManual Page 4 33 SMAP S2 can consider hydrostatic ground water pressures below water table Refer to updated manual and example problem SMAP S2 User s Manual Pages 4 21 and 4 22 TUNA User s Manual Page 4 3 Example EX1 1 DAT in C SMAP TUNA EXAMPLE EXNEXI 1 TUNA Plus supports Hoek and Brown Material Model for n situ rock mass Refer to updated manual and example problem TUNA Plus User s Manual Pages 4 6 and 4 9 Example EX1 1 DAT n the directory C SSMAP TUNAPLUS EXAMPLE EX1 EX1 1 SMAP automatically creates a sub directory Temp under current working directory All intermediate scratch files are saved in this sub directory Consequently to run SMAP programs manually you need to move to this Temp directory Refer to updated manual SMAP S2 User s Manual Pages 3 2 and 3 59 SMAP 2D User s Manual Pages 3 2 and 3 59 SMAP 3D User sManual Pages 3 2 and 3 72 TUNA User s Manual Pages 3 2 and 3 15 TUNA plus User s Manual Pages 3 2 3 19 SMAP provides debug information during execution of main processing program solver This information is
22. he locations of the computed intersections The computed coordinates of intersections are saved ina file Intersection dat which can be used for the construction of complicated 3D meshes Refer to updated manuals SMAP S2 User s Manual Section 3 3 4 Pages 3 39 to 3 53 User s Manual Section 3 4 3 Page 3 57 SMAP 2D X User s Manual Section 3 3 4 Pages 3 39 to 3 53 User s Manual Section 3 4 3 Page 3 57 SMAP 3D User s Manual Section 3 3 4 Pages 3 52 to 3 66 User s Manual Section 3 4 3 Page 3 70 PLOT XY Previously called PLTXY automatically generates preselected input data for Card Group 12 based on user s input in Card Group 10 Then users can modify these default input data using text editor as they want In order to use this special feature the Post File should contain no data Refer to example problems SMAP S2 Example VP8 2 and VP9 1 SMAP 2D Example VPI and VPI3 SMAP 3D Example VP and VP9 SMAP S2 includes the specification of element and node numbers to be used for time history plots by PLOT XY Refer to updated manual and example problems SMAP S2 User s Manual Page 4 47a Example VP8 2 and VP9 1 Now SMAP supports Embedded Truss Elements with explicit degrees of freedom for slip so that reinforcing bars can be placed anywhere within continuum elements Refer to updated manuals and example problems SMAP S2 User s Manual Pages 4 5 4 11 4 43 4 43a Example VP14 SMAP 2D User s Manua
23. l Pages 4 5 4 12 4 82 4 82a Example VP22 SMAP 3D User sManual Pages 4 5 4 12 4 68 4 68a Example VP22 PLOT 3D computes and shows the locations of intersections of 3d surfaces as mentioned in Note 1 For this feature to be effective you need to select Yes for Compute Intersection in the PLOT 3D Setup Refer to Examplel and Example in the directory C SMAP SMAP3D EXAMPLE PRESMAP INTERSEC Example 1 Output mesh with intersections represented by truss PLOT 3D File View Model Plot Help 151714 lelelel lalalalala C SMAP SMAPSDSEXAMPLESPRESMAP GEN SDSEX4 INPUT TEST 142Z1 0UT Example 2 Input mesh before computing intersections N TA M SCREEN 2 B amp hy a d NN NM AA SNNT NW NS WAKA AK NN N WU N NN ARN AY Ut XK COXA SN AAA x N NS N amp amp 9 all amp amp 57 all N WN RUN REY N RD AN NN WON NN N S N NN RAO IR CA SMAP SMAPSD EXAMPLE PRESMAPYINTERSEC EXAMPLE2 C SMAP SMAP3D EXAMPLE PRESMAP INTERSEC EXAMPLE2 NN 69 60 C2 01010 9 AK Wl WN N AA WS Woes NN N ER NA ASE T PLOT 3D File View Model Plot Help _ 1 PLOT 3D File View Model Plot Help COIT Example 2 Output mesh with intersections represented by truss 6 GEN 3D SMAP 3D pre proces
24. lick OK button when selection is finished number within the closed loop Start Group Window for MTYPE 3 Click Refresh button to reset fields for MTYPE 3 Refer to page 6 10 and 6 11 in ADDRGN 2D User s Manual for Material Parameters and page 4 83 in SMAP 2D User s Manual for Element Activity Click OK button when the form is filled Mouse Pickup Method x r Mouse Pickup Method C Screen Resolution C Snapto Node C Whole Number 1 after Decimal Pt F12 1 2 after Decimal Pt F12 2 C 3 after Decimal Pt F12 3 C 4 after Decimal Pt F12 4 Snap to Half of Grid C Snap to Tenth of Grid Cancel Node Element Start Group Line Seament Arc Segment Group Child Window x r Group Identity Group No 1 Title Group 1 r Material Parameter MATNO fi MTYPE MATNO 2 KFi fi THICj 01 2 LMAT fi LTPi 2 LMATi fi LTPo 2 LMATo 2 r Coordinate Constraint Generated coordinates are movable Generated coordinates are not movable r Element Activity r PLTDS Plot r FEMAP Plot NAC Mesh Mesh MATold fo 0 Principal Stress Deformed Shape MATNO 0 0 Deformed Shape Arow Deformed Shape MATNOj 0 0 Beam Continuum Contour LMAT 0 0 Truss Beam LMATi 0 0 Contour Truss LMATo 0 Reference Line Principal Stress E Cancel Go To End Group
25. ns coordinates and index for mesh file Group Man contains element activity data for main file Group Pos contains graphical input data for post file DK Cancel EL 91 lt lt Run Plot Setup Exit Smap Presmap gt Femap gt Plotmesh gt Supplement gt Load gt Open Input File 191 x 21 m er File name ADDRGN Files of type All Files 2 gt 2 Cancel My Network Pen 2 26 27 28 29 30 31 Mesh Plot Option Window Click OK button when selection is finished Referto page 3 18 in SMAP 2D User s Manual for detailed description Program Running Message Please wait while this message is shown PRESMAP Mesh Plot Option Click Yes button to plot Program Running Message Please wait while this message is shown PLTDS Plotting List Select an item from the Unplotted List window and click OK button For example you can select the first item for finite element plot Finite Element Mesh Plot The selected plot item in the previous step will be shown on the screen GROUP MES Mesh file GROUP MAN Main file for element activity GROUP POS Post file Output files are Option Do you want to specify plot area Yes No r Number of divisions the direction of smaller dimension 2 Select type of plot Draw finite element mesh Draw finite element mesh and node number Draw finite element
26. point AX 1 30 0 5 0 5 Constant length 2 0 5 Constant length 71 3 0 5 Constant length 71 4 0 5 Constant length 71 Vertical Block Vertical blocks are defined from top to bottom Number of blocks in Y direction Height Element Size 0 Normalized Midpoint AY 1 fos 0 5 Constant length 2 0 5 Constant length 71 3 0 5 Constant length 71 4 0 5 Constant length 71 Origin Water Table Xo o Yo o Y water o OK PLTDS Plotting List Select From Unplotted List Select From Plotted List OK 3355 o Pee x3 x o 2 2 a 1 1 1 FINITE ELEMENT MESHES 0 5 00 User Unit Draw Draw Style Node Element Start Group EN 22 Mark Type Mark Size Line Style Line Type Line Thickness Font Type Font Size Mouse Pickup 10 11 12 L5 14 Mouse Pickup Method Window For example select Snap to Grid Then mouse point will be moved to the nearest grid point Click OK button when selection is finished Start Group Menu Click Start Group menu Start Group Initial Window Initial blank form for Group No 1 will be Click MTYPE button for the group model type shown MTYPE Option Window For example consider a group model type MTYPE 3 which will replace the material C
27. sing program can place the generated 3d structures in any specified direction as shown below PLOT 3D DER Fie view Model Plot Help lt gt 714 100100101 8 o een I It M HET HLT i lll 2 m M My f if M M MM 7 ji H fi ice ay Hii M er mE C NSMAPNSMAP3DNEXAMPLEXPRESMAPNGEN 3DAEXSNZI OUT Refer to updated manual and example problem GEN 3D User s Manual Pages 5 67 and 5 68 Example problem in the directory C SMAP SMAP3D EXAMPLE PRESMAP GEN 3D EX5 CROSS 3D SMAP 3D pre processing program is improved in mesh refinement for MODELNO 2 so that it can generate reasonably well shaped meshes even if the height of the small tunnel is much smaller than that of the large tunnel Refer to example CR M2 1 in the directory C SMAP SMAP3D EXAMPLE PRESMAP CROSS 3D MODEL2 M2 1 Who l she S File zm x E Help Meshes representing cores of small and large tunnels C SMAP SMAP3D EXAMPLESPRESMAP CROSS 3D MODEL2 M2 1 CR M2 1 0UT ADDRGN 3D SMAP 3D pre processing program includes two additional features Changes material numbers so as to match those continuum blocks IEDIT 3 Adds two layers of shell elements with joint elements in between IEDIT 5 Refer to updated ADDRGN 3D User s Manual Pages 6 18 and 6 23 and Example
28. ss OK Cancel Go End Group Ss SegmentNo 1 Group No 3 GroupNo 3 r Origin By C Mouse Pickup Xo 0 15000E 02 Yo 0 50000E 01 r Enter Radius and Angle Enter Origin Horizontal Radius Rx 0 50000 01 Vertical Radius Ry 0 12500E 02 Beginning Angle Dea Ob 0 90000 02 Ending Angle Deg Qe 0 30000 02 Note When a straight radial line is drawn from A Rx to That is Rx and Ry represent radial distances at angle 0 Ob Ge L Divisions and Inclusions Number of divisions 0 2 Include beginning amp ending point Cancel Go To Line Segment Select Generate New Group and click OK button as in Step 46 53 54 995 56 oe Refreshing Plot To reflect the modifications select Plot gt Replot Modified View A new plot with updated information for Segment No 1 in Group No 3 will be displayed Making a Null Group For example let s make the Group No 2 null Click Start Group menu type in 2 for Group No select MTYPE 6 and then click OK button End Group PLTDS File Edit View Plot Numeric Character Draw Draw Style Node Element Zoom Hardcopy Next Stop 3333 1 1 FINITE ELEMENT MESHES r Group Identity Group No 2 Segment
29. useful for tracing run time errors extracting convergence status and checking elapsed time Refer to updated manual SMAP S2 User s Manual Page 3 60 SMAP 2D User sManual Page 3 60 SMAP 3D User sManual Page 3 73 TUNA User s Manual Page 3 16 TUNA plus User s Manual Page 3 20 SMAP automatically renumbers nodes to reduce bandwidth The old input parameter NBAND is replaced by IQUAD If IQUAD 1 all linear elements are automatically transformed into quadratic elements This powerful new feature will be available for Version 6 6 Refer to updated manual SMAP S2 User s Manual Pages 4 15 and 4 15a SMAP 2D User s Manual Page 4 15 SMAP 3D User sManual Page 4 15 SMAP Version 6 13 Update Note March 22 2004 SMAP S2 2D 3D supports UNIT 4 in Card Group 11 of PLTDS plot When IUNIT 4 15 specified post processing program PLTDS reads FORCE LENGTH and TIME units from the file UNIT DAT the directory C SSMAP CT CTDATA GROUP POS which can be obtained by executing ADDRGN 2D contains general draft forms of SMAP S2 2D post file input Users can modify this file appropriately and rename it Note that Card Group 11 of GROUP POS uses UNIT 4 so that consistent unit is read from the file UNIT DAT for PLTDS plot SMAP Version 6 12 Update Note December 5 2003 Graphical User Interface GUI is available for creation or modification of ADDRGN 2D input data in building user defined curves and mat
30. will be shown No Width Element Size DX Normalized Midpoint on the Base Mesh Window Click OK button r Vertical Block Vertical blocks are defined from top to bottom Number of blocks in Y direction 1 No Height Element Size 07 Normalized Midpoint AY oum p Tq A E r Drigin m Water Table 0 00000E 00 Yo 0 00000E 00 Ywater 0 00000E 00 UK Plot Mesh As for Step 7 double click the item FINITE ELEMENT MESHES in the list box Click OK button when finished Group No 1 on Base Mesh A Group No 1 representing a tunnel section will be shown on the 30 m x 20 m base mesh Mouse Pickup Method Follow Steps 9 and 10 to select Mouse Pickup Method Start Group Menu Click Start Group menu as in Step 11 Start Group Initial Window Initial blank form for Group No 2 will be shown Click MTYPE button for the group model type Refer to Step 12 MTYPE Option Window For example consider a group model type MTYPE 2 which will represent an open line element group Refer to Step 13 Start Group Window for MTYPE 2 mene r Material Parameter Click Refresh button to reset fields for x te Rees 2 KFi 10 010 MTYPE 2 Click Description button for the
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