本程序实现了一悬臂梁受力问题的有限元解法，采用三节点三角形单元，计算了梁端部受集中力和同时受均布荷载以及端部集中力两种情况，给出了计算结果并作出了变形图示
资源文件列表
tri-elements/Analysis1.m , 1033
tri-elements/dengxiaotri.m , 2040
tri-elements/DMtrElas.m , 342
tri-elements/InputData2tri.m , 1508
tri-elements/InputData3tri.m , 1557
tri-elements/LoopBoundaryDisp.m , 578
tri-elements/LoopBoundaryLoad.m , 441
tri-elements/LoopCalcGlobalStif.m , 1327
tri-elements/PlotResults.m , 502
tri-elements/Tri3BMtr.m , 823
tri-elements/Tri3EleStif.m , 505
tri-elements/Tri3Shape.m , 664