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发表于 2002-10-26 15:49:35
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来自 江苏南京
回复: 【求助】TO:wuhanwangtao: 怎样模拟正挤压的剪切?
在list result里面是用
stress的SComp一部分
PRINT S NODAL SOLUTION PER NODE
***** POST1 NODAL STRESS LISTING *****
 owerGraphics Is Currently Enabled
LOAD STEP= 1 SUBSTEP= 14
TIME= 0.15541E-03 LOAD CASE= 0
SHELL NODAL RESULTS ARE AT TOP/BOTTOM FOR MATERIAL 1
THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES
NODE SX SY SZ SXY SYZ SXZ
1 0.55043E+08 0.42000E+08 0.64467E+07 0.66958E+07-0.11341E+07-0.41615E+07
1 0.53592E+08 0.41313E+08 0.61491E+07 0.63556E+07 0.14257E+07 0.98283E+06
1 0.53891E+08 0.41912E+08 0.66186E+07 0.67927E+07-0.69688E+06-0.11648E+07
1 0.54397E+08 0.42459E+08 0.70674E+07 0.67096E+07-0.11228E+07-0.13215E+07
2 -0.30963E+09-0.32928E+09-0.14451E+08-0.25153E+07-0.94106E+06 0.27004E+07
2 -0.30955E+09-0.33040E+09-0.15500E+08-0.27879E+07 0.39063E+07-0.25334E+06
2 -0.31032E+09-0.33017E+09-0.15583E+08-0.26777E+07-0.11145E+07-0.13525E+07
2 -0.31064E+09-0.33030E+09-0.15180E+08-0.38955E+07-0.18569E+07-0.71898E+07
7 -0.52675E+09-0.39789E+09-0.54917E+08 0.46529E+07 49656. 0.73999E+08
8 -0.27233E+09-0.30227E+09-0.53566E+07 0.60697E+06-0.29399E+06-0.10653E+07
9 -0.22600E+09-0.26398E+09 0.27386E+06 0.23883E+07-0.88607E+06-0.95354E+07
10 -0.25365E+09-0.25918E+09 0.23760E+07 0.60852E+07-0.22677E+06 0.13419E+08
11 -0.37579E+09-0.31001E+09-0.33473E+07 0.69672E+07 0.71037E+06 0.31582E+08
12 0.16026E+09 0.73613E+08-0.14551E+08-0.14722E+08 0.12224E+07-0.30286E+07
.......
9300 -0.91020E+08-0.10937E+10-0.17067E+09-0.24974E+09 0.55608E+08 0.72705E+07
9301 -0.26414E+08-0.95523E+09-0.69809E+08-0.15036E+09 0.43305E+08 0.51572E+07
9302 -0.20540E+08-0.10282E+10-0.78240E+08-0.80793E+08 0.52084E+07-0.58009E+07
***** POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 14
TIME= 0.15541E-03 LOAD CASE= 0
SHELL NODAL RESULTS ARE AT TOP/BOTTOM FOR MATERIAL 2
THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES
NODE SX SY SZ SXY SYZ SXZ
MINIMUM VALUES
NODE 2011 4334 1603 4519 8505 3830
VALUE -0.13995E+10-0.14022E+10-0.76450E+09-0.73532E+09-0.37017E+09-0.36168E+09
MAXIMUM VALUES
NODE 4525 4511 1467 6917 1328 1549
VALUE 0.35844E+09 0.35766E+09 0.64727E+09 0.69697E+09 0.37101E+09 0.34401E+09
stress的SPrin一部分:
PRINT S NODAL SOLUTION PER NODE
*** NOTE *** CP= 11.036 TIME= 15:43:00
Page file used.
***** POST1 NODAL STRESS LISTING *****
PowerGraphics Is Currently Enabled
LOAD STEP= 1 SUBSTEP= 14
TIME= 0.15541E-03 LOAD CASE= 0
SHELL NODAL RESULTS ARE AT TOP/BOTTOM FOR MATERIAL 1
NODE S1 S2 S3 SINT SEQV
1 0.58222E+08 0.39185E+08 0.60839E+07 0.52138E+08 0.45697E+08
1 0.56332E+08 0.38642E+08 0.60801E+07 0.50252E+08 0.44150E+08
1 0.56994E+08 0.38846E+08 0.65818E+07 0.50412E+08 0.44225E+08
1 0.57464E+08 0.39454E+08 0.70051E+07 0.50459E+08 0.44291E+08
2 -0.14423E+08-0.30934E+09-0.32960E+09 0.31517E+09 0.30555E+09
2 -0.15451E+08-0.30919E+09-0.33081E+09 0.31536E+09 0.30512E+09
2 -0.15573E+08-0.30997E+09-0.33053E+09 0.31495E+09 0.30519E+09
2 -0.14996E+08-0.31004E+09-0.33108E+09 0.31608E+09 0.30611E+09
7 -0.43582E+08-0.39774E+09-0.53824E+09 0.49465E+09 0.44150E+09
8 -0.53520E+07-0.27232E+09-0.30228E+09 0.29693E+09 0.28314E+09
9 0.67865E+06-0.22626E+09-0.26413E+09 0.26481E+09 0.24805E+09
10 0.30774E+07-0.25022E+09-0.26332E+09 0.26639E+09 0.26009E+09
......
9300 -0.32020E+08-0.16775E+09-0.11556E+10 0.11236E+10 0.10622E+10
9301 -0.26385E+07-0.67767E+08-0.98104E+09 0.97841E+09 0.94752E+09
9302 -0.13510E+08-0.78810E+08-0.10346E+10 0.10211E+10 0.99009E+09
***** POST1 NODAL STRESS LISTING *****
LOAD STEP= 1 SUBSTEP= 14
TIME= 0.15541E-03 LOAD CASE= 0
SHELL NODAL RESULTS ARE AT TOP/BOTTOM FOR MATERIAL 2
NODE S1 S2 S3 SINT SEQV
MINIMUM VALUES
NODE 3160 1621 2030 332 332
VALUE -0.18832E+09-0.79330E+09-0.14983E+10 0.23958E+08 0.20800E+08
MAXIMUM VALUES
NODE 1467 2061 5580 4511 1973
VALUE 0.65515E+09 0.11469E+09 0.24788E+08 0.15366E+10 0.14215E+10
能看来什么道道,您给分析分析!
谢谢了 |
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