看看这个例子- /PREP7
- MP, EX, 1,15.2E6*6890
- MP,NUXY, 1, 0.21
- MP,DENS,1,7203
- TB,GASKET,2,,13,COMP !* COMPRESSION CURVE
- TBPT,,0.508000E-04, 0.161226E+07
- TBPT,,0.101600E-03, 0.520884E+07
- TBPT,,0.152400E-03, 0.113134E+08
- TBPT,,0.203200E-03, 0.200499E+08
- TBPT,,0.254000E-03, 0.259960E+08
- TBPT,,0.304800E-03, 0.290345E+08
- TBPT,,0.355600E-03, 0.357453E+08
- TBPT,,0.406400E-03, 0.440064E+08
- TBPT,,0.457200E-03, 0.563189E+08
- TBPT,,0.508000E-03, 0.748254E+08
- TBPT,,0.558800E-03, 0.967287E+08
- TBPT,,0.609600E-03, 0.129001E+09
- TBPT,,0.683260E-03, 0.157147E+09
- TB,GASKET,2,,5,LUNL !* COMPRESSION CURVE
- TBPT,,0.152400E-03, 2.430000E+11
- TBPT,,0.304800E-03, 3.565000E+11
- TBPT,,0.406400E-03, 5.923000E+11
- TBPT,,0.558800E-03, 1.088000E+12
- TBPT,,0.683260E-03, 1.490000E+12
- *DIM,XA,TABLE,13,1
- *DIM,YA,TABLE,13,1
- XA(1,1) = 0.508000E-04
- XA(2,1) = 0.101600E-03
- XA(3,1) = 0.152400E-03
- XA(4,1) = 0.203200E-03
- XA(5,1) = 0.254000E-03
- XA(6,1) = 0.304800E-03
- XA(7,1) = 0.355600E-03
- XA(8,1) = 0.406400E-03
- XA(9,1) = 0.457200E-03
- XA(10,1)= 0.508000E-03
- XA(11,1)= 0.558800E-03
- XA(12,1)= 0.609600E-03
- XA(13,1)= 0.683260E-03
- YA(1,1) = 0.161226E+07
- YA(2,1) = 0.520884E+07
- YA(3,1) = 0.113134E+08
- YA(4,1) = 0.200499E+08
- YA(5,1) = 0.259960E+08
- YA(6,1) = 0.290345E+08
- YA(7,1) = 0.357453E+08
- YA(8,1) = 0.440064E+08
- YA(9,1) = 0.563189E+08
- YA(10,1)= 0.748254E+08
- YA(11,1)= 0.967287E+08
- YA(12,1)= 0.129001E+09
- YA(13,1)= 0.157147E+09
- *DIM,XB,TABLE,2,1
- *DIM,YB,TABLE,2,1
- XB(1,1) = 1.06E-04
- YB(1,1) = 0.0
- XB(2,1) = 0.152400E-03
- YB(2,1) = 11313400
- *DIM,XC,TABLE,2,1
- *DIM,YC,TABLE,2,1
- XC(1,1) = 2.23E-04
- YC(1,1) = 0
- XC(2,1) = 0.304800E-03
- YC(2,1) = 29034500
- *DIM,XD,TABLE,2,1
- *DIM,YD,TABLE,2,1
- XD(1,1) = 3.32E-04
- YD(1,1) = 0.0
- XD(2,1) = 0.406400E-03
- YD(2,1) = 44006400
- *DIM,XE,TABLE,2,1
- *DIM,YE,TABLE,2,1
- XE(1,1) = 4.70E-04
- YE(1,1) = 0.0
- XE(2,1) = 0.558800E-03
- YE(2,1) = 96728700
- *DIM,XF,TABLE,2,1
- *DIM,YF,TABLE,2,1
- XF(1,1) = 5.78E-04
- YF(1,1) = 0.0
- XF(2,1) = 0.683260E-03
- YF(2,1) = 157147000
- SAVE
- /PREP7
- ET,1,185 !* 3D 8-NODE STRUCTURAL SOLID ELEMENT
- ET,2,195 !* 3D 8-NODE GASKET ELEMENT
- BLOCK,0,1,0,1,0,1
- BLOCK,0,1,0,1,1.02,2.02
- V,5,6,7,8,10,12,11,9
- ESIZE,,4
- TYPE,1
- MAT, 1
- VMESH,1
- TYPE,2
- MAT,2
- IMESH,AREA,2,7, ,0,0,0.02,0.001 !* GENERATE GASKET ELEMENTS
- TYPE,1
- MAT, 1
- VMESH,2
- NSEL,S,LOC,X,0
- D,ALL,UX
- NSEL,S,LOC,Y,0
- D,ALL,UY
- NSEL,S,LOC,Z,0
- D,ALL,UZ
- NSEL,ALL
- FINISH
- /SOLU
- NLGEOM,ON
- NSUBST,50,50,50
- OUTRES,ALL,-10
- NSEL,S,LOC,Z,2.02
- SF,ALL,PRES,44006400 !* 1ST LOAD STEP -- LOAD THE MODEL
- NSEL,ALL
- SOLVE
- NSEL,S,LOC,Z,2.02
- SF,ALL,PRES,0 !* 2ND LOAD STEP -- UNLOAD THE MODEL
- NSEL,ALL
- SOLVE
- NSEL,S,LOC,Z,2.02 !* 3RD LOAD STEP -- RELOAD THE MODEL
- SF,ALL,PRES,157147000
- NSEL,ALL
- SOLVE
- NSEL,S,LOC,Z,2.02
- SF,ALL,PRES,0 !* 4TH LOAD STEP -- UNLOAD THE MODEL
- NSEL,ALL
- SOLVE
- FINISH
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