二维弹性问题常量元示例

精选优质文档-----倾情为你奉上精选优质文档-----倾情为你奉上专心---专注---专业专心---专注---专业精选优质文档-----倾情为你奉上专心---专注---专业二维弹性问题常量元示例输入数据：elasticproblemszhanglei24 9 0 0 0 0 0 0 0.1670.0000 0.00001.5 0.00003.000 0.00004.500000.00006.000 0.00007.5000 0.00009.000 08.1.7.3.6.4.5.6.4.7.3.9.2.10.500002.12.000001.03898120.12.000000.10.500000.9.0.7.0.6.0.4.0.3.0.1.0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0000000001-800101-700101 -600 1 01 -500 1 01 -400 1 01 -300 1 01 -200 1 01 -100 1 01 0 1 0 1 0 1 0 1 0 1 01 0 1 0 1 0 1 01 0 1 01 0 1 0 1 0 1 01 0 1 010102.7482 1.2085 2.4461 2.6586 2.0836 4.3988 1.6485 6.4871 1.1265 8.9929 2.2529 8.99293.2971 6.4871 4.1671 4.39884.8922 2.6586 输出结果：*******************************************************************************elasticproblemszhangleidatanumber ofboundaryelements=24numberofinternalpoints=9shearmodulus=0.E+08poissonratio=0.E+00coordinateoftheextremepointsof'theboundaryelementspointxy10.E+000.E+0020.E+010.E+0030.E+010.E+0040.E+010.E+0050.E+010.E+0060.E+010.E+0070.E+010.E+0080.E+010.E+0190.E+010.E+01100.E+010.E+01110.E+010.E+01120.E+010.E+01130.E+010.E+01140.E+010.E+02150.E+010.E+02160.E+010.E+02170.E+000.E+02180.E+000.E+02190.E+000.E+01200.E+000.E+01210.E+000.E+01220.E+000.E+01230.E+000.E+01240.E+000.E+01bounaryconditionsprescribedvalueprescribedvaluenodexdirectioncodeydirectioncode10.E+0000.E+00020.E+0000.E+00030.E+0000.E+00040.E+0000.E+00050.E+0000.E+00060.E+0000.E+00070.E+0000.E+0008-0.E+0310.E+0019-0.E+0310.E+00110-0.E+0310.E+00111-0.E+0310.E+00112-0.E+0310.E+00113-0.E+0310.E+00114-0.E+0310.E+00115-0.E+0310.E+001160.E+0010.E+001170.E+0010.E+001180.E+0010.E+001190.E+0010.E+001200.E+0010.E+001210.E+0010.E+001220.E+0010.E+001230.E+0010.E+001240.E+0010.E+001*******************************************************************************boundarynodesxydisplacementxdisplacementytractionxtractiony0.75000E+000.00000E+000.00000E+000.00000E+000.53456E+030.13233E+040.22500E+010.00000E+000.00000E+000.00000E+000.52591E+030.29374E+030.37500E+010.00000E+000.00000E+000.00000E+000.59724E+03-0.59723E+020.52500E+010.00000E+000.00000E+000.00000E+000.61558E+03-0.33260E+030.67500E+010.00000E+000.00000E+000.00000E+000.49073E+03-0.69911E+030.82500E+010.00000E+000.00000E+000.00000E+000.98954E+02-0.74706E+030.85670E+010.75000E+000.00000E+000.00000E+000.10150E+04-0.21100E+030.77010E+010.22500E+01-0.10564E-030.29363E-04-0.80000E+030.00000E+000.68349E+010.37500E+01-0.18002E-030.45074E-04-0.70000E+030.00000E+000.59689E+010.52500E+01-0.24528E-030.50669E-04-0.60000E+030.00000E+000.51029E+010.67500E+01-0.30515E-030.47334E-04-0.50000E+030.00000E+000.42369E+010.82500E+01-0.35457E-030.37955E-04-0.40000E+030.00000E+000.33708E+010.97500E+01-0.38423E-030.26801E-04-0.30000E+030.00000E+000.25048E+010.11250E+02-0.37717E-030.13079E-04-0.20000E+030.00000E+000.15554E+010.12000E+02-0.35375E-030.65958E-04-0.10000E+030.00000E+000.51949E+000.12000E+02-0.35534E-030.14429E-030.00000E+000.00000E+000.00000E+000.11250E+02-0.36131E-030.96535E-040.00000E+000.00000E+000.00000E+000.97500E+01-0.36888E-030.28585E-040.00000E+000.00000E+000.00000E+000.82500E+01-0.33885E-03-0.18948E-040.00000E+000.00000E+000.00000E+000.67500E+01-0.28737E-03-0.52781E-040.00000E+000.00000E+000.00000E+000.52500E+01-0.22392E-03-0.72496E-040.00000E+000.00000E+000.00000E+000.37500E+01-0.15568E-03-0.77120E-040.00000E+000.00000E+000.00000E+000.22500E+01-0.88927E-04-0.65237E-040.00000E+000.00000E+000.00000E+000.75000E+00-0.30064E-04-0.34276E-040.00000E+000.00000E+00internalpointsdisplacementxydisplacementxdisplacementy0.E+010.E+000.E-050.E-040.E+010.E+000.E-050.E-040.E+010.E+01-0.E-04-0.E-050.E+010.E+01-0.E-03-0.E-050.E+010.E+01-0.E-03-0.E-040.E+010.E+01-0.E-03-0.E-040.E+010.E+01-0.E-030.E-040.