曾攀MATLABFEM

所属分类数值算法/人工智能
开发工具:matlab
文件大小:2488KB
下载次数:11
上传日期:2018-05-05 10:52:11
上 传 者hxy777
说明:  MATLAB和ANSYS命令流程序,对应曾攀的有限元教材
(MATLAB and ANSYS program of the finite element method)

文件列表:[举报垃圾]
【ANSYS算例】\【ANSYS算例】3.2.5(3) 四杆桁架结构的有限元分析(GUI)及命令流.doc, 122880 , 2009-04-01
【ANSYS算例】\【ANSYS算例】3.3.7(3) 三梁平面框架结构的有限元分析(GUI)及命令流.doc, 129536 , 2009-04-01
【ANSYS算例】\【ANSYS算例】3.4.2(1)及3.4.2(2) 基于图形界面(GUI)的桁架桥梁结构分析及命令流.doc, 898560 , 2009-04-01
【ANSYS算例】\【ANSYS算例】3.4.2(3) 基于参数化方式的桁架桥梁结构分析.doc, 35328 , 2009-04-01
【ANSYS算例】\【ANSYS算例】4.3.2(4) 三角形单元与矩形单元的精细网格的计算比较(GUI)及命令流.doc, 189952 , 2009-04-01
【ANSYS算例】\【ANSYS算例】4.7.1(3) 基于3节点三角形单元的矩形薄板分析(GUI)及命令流.doc, 248320 , 2009-04-01
【ANSYS算例】\【ANSYS算例】4.7.2(2) 基于4节点四边形单元的矩形薄板分析(GUI)及命令流.doc, 80384 , 2009-04-01
【ANSYS算例】\【ANSYS算例】4.8.1(2) 基于4节点四面体单元的空间块体分析(GUI)及命令流.doc, 50176 , 2009-04-01
【ANSYS算例】\【ANSYS算例】4.8.2(2) 基于8节点六面体单元的空间块体分析(GUI)及命令流.doc, 87040 , 2009-04-01
【ANSYS算例】\【ANSYS算例】5.3(8) 平面问题斜支座的处理(GUI)及命令流.doc, 97792 , 2009-04-01
【ANSYS算例】\【ANSYS算例】6.2(2) 受均匀载荷方形板的有限元分析(GUI)及命令流.doc, 558080 , 2009-04-01
【ANSYS算例】\【ANSYS算例】6.4.2(1)及6.4.2(2) 8万吨模锻液压机主牌坊的分析(GUI)及命令流.doc, 151552 , 2009-04-01
【ANSYS算例】\【ANSYS算例】7.2(1)及7.2(2) 汽车悬挂系统的振动模态分析(GUI)及命令流.doc, 113664 , 2009-04-01
【ANSYS算例】\【ANSYS算例】7.3(1)及7.3(2) 带有张拉的绳索的振动模态分析(GUI)及命令流.doc, 115200 , 2009-04-01
【ANSYS算例】\【ANSYS算例】7.4(1)及7.4(2) 机翼模型的振动模态分析(GUI)及命令流.doc, 223232 , 2009-04-01
【ANSYS算例】\【ANSYS算例】8.2(1)及8.2(2) 2D矩形板的稳态热对流的自适应分析(GUI)及命令流.doc, 90112 , 2009-04-01
【ANSYS算例】\【ANSYS算例】8.3(1)及8.3(2) 金属材料凝固过程的瞬态传热分析(GUI)及命令流.doc, 286720 , 2009-04-01
【ANSYS算例】\【ANSYS算例】8.4(1)及8.4(2) 升温条件下杆件支撑结构的热应力分析(GUI)及命令流.doc, 100864 , 2009-04-01
【ANSYS算例】\【ANSYS算例】9.2(1)及9.2(2) 三杆结构塑性卸载后的残余应力计算(GUI)及命令流.doc, 124928 , 2009-04-01
【ANSYS算例】\【ANSYS算例】9.3(1)及9.3(2) 悬臂梁在循环加载作用下的弹塑性计算(GUI)及命令流.doc, 90112 , 2009-04-01
【MATLAB算例】\【MATLAB算例】3.2.5(2) 四杆桁架结构的有限元分析(Bar2D2Node).doc, 106496 , 2009-04-01
【MATLAB算例】\【MATLAB算例】3.3.7(2) 三梁平面框架结构的有限元分析(Beam2D2Node).doc, 218624 , 2009-04-01
【MATLAB算例】\【MATLAB算例】4.7.1(2) 基于3节点三角形单元的矩形薄板分析(Triangle2D3Node).doc, 63488 , 2009-04-01
【MATLAB算例】\【MATLAB算例】4.7.2(1) 基于4节点四边形单元的矩形薄板分析(Quad2D4Node).doc, 122880 , 2009-04-01
【MATLAB算例】\【MATLAB算例】4.8.1(1) 基于4节点四面体单元的空间块体分析(Tetrahedron3D4Node).doc, 241152 , 2009-04-01
【MATLAB算例】\【MATLAB算例】4.8.2(1) 基于8节点六面体单元的空间块体分析(Hexahedral3D8Node).doc, 139264 , 2009-04-01
MATLABFEM\Bar1D2Node\Bar1D2Node_Assembly.m, 299 , 2008-10-30
MATLABFEM\Bar1D2Node\Bar1D2Node_Forces.m, 201 , 2008-09-30
MATLABFEM\Bar1D2Node\Bar1D2Node_Stiffness.m, 202 , 2008-09-30
MATLABFEM\Bar1D2Node\Bar1D2Node_Stress.m, 218 , 2008-09-30
MATLABFEM\Bar2D2Node\Bar2D2Node_Assembly.m, 356 , 2008-09-30
MATLABFEM\Bar2D2Node\Bar2D2Node_Forces.m, 407 , 2008-09-30
MATLABFEM\Bar2D2Node\Bar2D2Node_Stiffness.m, 438 , 2008-09-30
MATLABFEM\Bar2D2Node\Bar2D2Node_Stress.m, 408 , 2008-09-30
MATLABFEM\Bar2D2Node\[典型例题]3_2_5(1).m, 1180 , 2008-09-30
MATLABFEM\Beam1D2Node\Beam1D2Node _Deflection.m, 324 , 2008-09-30
MATLABFEM\Beam1D2Node\Beam1D2Node_Assembly.m, 346 , 2008-09-30
MATLABFEM\Beam1D2Node\Beam1D2Node_Stiffness.m, 291 , 2008-09-30
MATLABFEM\Beam1D2Node\Beam1D2Node_Strain.m, 341 , 2008-09-30
MATLABFEM\Beam1D2Node\Beam1D2Node_Stress.m, 200 , 2008-09-30
MATLABFEM\Beam2D2Node\Beam2D2Node_Assemble.m, 376 , 2008-09-30
MATLABFEM\Beam2D2Node\Beam2D2Node_Stiffness.m, 400 , 2008-09-30
MATLABFEM\Beam2D2Node\BeamForces.m, 183 , 2008-10-30
MATLABFEM\Beam2D2Node\[MATLAB算例]3_3_7(2).asv, 543 , 2008-10-03
MATLABFEM\Beam2D2Node\[MATLAB算例]3_3_7(2).m, 541 , 2008-09-30
MATLABFEM\FEM2D\constrain.txt, 292 , 2008-10-19
MATLABFEM\FEM2D\element.txt, 342 , 2008-10-19
MATLABFEM\FEM2D\elem_stress.dat, 389 , 2008-10-22
MATLABFEM\FEM2D\FEM2D_MAIN.m, 4722 , 2008-10-19
MATLABFEM\FEM2D\force.txt, 292 , 2008-10-19
MATLABFEM\FEM2D\FOR_POST.dat, 1307 , 2008-10-22
MATLABFEM\FEM2D\node.txt, 147 , 2008-10-19
MATLABFEM\FEM2D\node_displace.dat, 649 , 2008-10-22
MATLABFEM\FEM2D\node_stress.dat, 515 , 2008-10-22
MATLABFEM\FEM2D\Triangle2D3Node_Assembly.m, 469 , 2008-10-01
MATLABFEM\FEM2D\Triangle2D3Node_Stiffness.m, 819 , 2008-10-01
MATLABFEM\FEM2D\Triangle2D3Node_Strain.m, 641 , 2008-10-19
MATLABFEM\FEM2D\Triangle2D3Node_Stress.m, 891 , 2008-10-19
MATLABFEM\FEM2D\[MATLAB程序]6_1_2(1).m, 815 , 2008-10-30
MATLABFEM\Hexahedral3D8Node\Hexahedral3D8Node_Assembly.m, 488 , 2008-10-01
MATLABFEM\Hexahedral3D8Node\Hexahedral3D8Node_Stiffness.m, 2404 , 2008-10-27
MATLABFEM\Hexahedral3D8Node\Hexahedral3D8Node_Stress.m, 2450 , 2008-10-27
MATLABFEM\Hexahedral3D8Node\[MATLAB算例]4_8_2(1).m, 748 , 2008-10-01
MATLABFEM\Quad2D4Node\Quad2D4Node_Assembly.m, 428 , 2008-10-01
MATLABFEM\Quad2D4Node\Quad2D4Node_Stiffness.m, 1363 , 2008-10-01
MATLABFEM\Quad2D4Node\Quad2D4Node_Stress.m, 1423 , 2008-10-01
MATLABFEM\Quad2D4Node\[MATLAB算例]4_7_2(1).m, 792 , 2008-10-01
MATLABFEM\Tetraheron3D4Node\Tetrahedron3D4Node_Assembly.m, 381 , 2008-10-01
MATLABFEM\Tetraheron3D4Node\Tetrahedron3D4Node_Stiffness.m, 1814 , 2008-10-01
MATLABFEM\Tetraheron3D4Node\Tetrahedron3D4Node_Stress.m, 1862 , 2008-10-01
MATLABFEM\Tetraheron3D4Node\[MATLAB算例]4_8_1(1).m, 1640 , 2008-10-01
MATLABFEM\Triangle2D3Node\Triangle2D3Node_Assembly.m, 469 , 2008-10-01
MATLABFEM\Triangle2D3Node\Triangle2D3Node_Stiffness.m, 819 , 2008-10-01
MATLABFEM\Triangle2D3Node\Triangle2D3Node_Stress.m, 898 , 2008-10-01
MATLABFEM\Triangle2D3Node\[MATLAB算例]4_7_1(2).m, 745 , 2008-10-01
MATLABFEM\[典型例题]5_3(6)斜支座的处理.m, 1459 , 2008-10-04
使用说明.doc, 36864 , 2009-04-14
MATLABFEM\Bar1D2Node, 0 , 2015-11-30
MATLABFEM\Bar2D2Node, 0 , 2015-11-30
MATLABFEM\Beam1D2Node, 0 , 2015-11-30
MATLABFEM\Beam2D2Node, 0 , 2015-11-30
MATLABFEM\FEM2D, 0 , 2015-11-30
MATLABFEM\Hexahedral3D8Node, 0 , 2015-11-30
MATLABFEM\Quad2D4Node, 0 , 2015-11-30
MATLABFEM\Tetraheron3D4Node, 0 , 2015-11-30
MATLABFEM\Triangle2D3Node, 0 , 2015-11-30
【ANSYS算例】, 0 , 2018-05-05
【MATLAB算例】, 0 , 2015-11-30
MATLABFEM, 0 , 2015-11-30

近期下载者

相关文件

评论我要评论

收藏者