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有限元程序MATLAB

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  • Update : 2020-10-19
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  • Author :朱棣_
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Finite element analysis of four bar truss structure (bar2d2node); Finite element analysis of three beam plane frame structure (beam2d2node); The analysis of thin rectangular plate based on 3-node triangular element (triangle2d3node); The analysis of rectangular thin plate based on 4-node quadrilateral element (quad2d4node); Tetrahedron 3D 4node (Tetrahedron 3d4node) is used to analyze the spatial block; The spatial block analysis based on 8-node hexahedral element (hexahedral 3d8node);
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有限元程序MATLAB\MATLABFEM\Bar1D2Node\Bar1D2Node_Assembly.m 299 2008-10-30
有限元程序MATLAB\MATLABFEM\Bar1D2Node\Bar1D2Node_Forces.m 201 2008-09-30
有限元程序MATLAB\MATLABFEM\Bar1D2Node\Bar1D2Node_Stiffness.m 202 2008-09-30
有限元程序MATLAB\MATLABFEM\Bar1D2Node\Bar1D2Node_Stress.m 218 2008-09-30
有限元程序MATLAB\MATLABFEM\Bar2D2Node\Bar2D2Node_Assembly.m 356 2008-09-30
有限元程序MATLAB\MATLABFEM\Bar2D2Node\Bar2D2Node_Forces.m 407 2008-09-30
有限元程序MATLAB\MATLABFEM\Bar2D2Node\Bar2D2Node_Stiffness.m 438 2008-09-30
有限元程序MATLAB\MATLABFEM\Bar2D2Node\Bar2D2Node_Stress.m 408 2008-09-30
有限元程序MATLAB\MATLABFEM\Bar2D2Node\[典型例题]3_2_5(1).m 1180 2008-09-30
有限元程序MATLAB\MATLABFEM\Beam1D2Node\Beam1D2Node _Deflection.m 324 2008-09-30
有限元程序MATLAB\MATLABFEM\Beam1D2Node\Beam1D2Node_Assembly.m 346 2008-09-30
有限元程序MATLAB\MATLABFEM\Beam1D2Node\Beam1D2Node_Stiffness.m 291 2008-09-30
有限元程序MATLAB\MATLABFEM\Beam1D2Node\Beam1D2Node_Strain.m 341 2008-09-30
有限元程序MATLAB\MATLABFEM\Beam1D2Node\Beam1D2Node_Stress.m 200 2008-09-30
有限元程序MATLAB\MATLABFEM\Beam2D2Node\Beam2D2Node_Assemble.m 376 2008-09-30
有限元程序MATLAB\MATLABFEM\Beam2D2Node\Beam2D2Node_Stiffness.m 400 2008-09-30
有限元程序MATLAB\MATLABFEM\Beam2D2Node\BeamForces.m 183 2008-10-30
有限元程序MATLAB\MATLABFEM\Beam2D2Node\[MATLAB算例]3_3_7(2).asv 543 2008-10-03
有限元程序MATLAB\MATLABFEM\Beam2D2Node\[MATLAB算例]3_3_7(2).m 541 2008-09-30
有限元程序MATLAB\MATLABFEM\FEM2D\constrain.txt 292 2008-10-19
有限元程序MATLAB\MATLABFEM\FEM2D\element.txt 342 2008-10-19
有限元程序MATLAB\MATLABFEM\FEM2D\elem_stress.dat 389 2008-10-22
有限元程序MATLAB\MATLABFEM\FEM2D\FEM2D_MAIN.m 4722 2008-10-19
有限元程序MATLAB\MATLABFEM\FEM2D\force.txt 292 2008-10-19
有限元程序MATLAB\MATLABFEM\FEM2D\FOR_POST.dat 1307 2008-10-22
有限元程序MATLAB\MATLABFEM\FEM2D\node.txt 147 2008-10-19
有限元程序MATLAB\MATLABFEM\FEM2D\node_displace.dat 649 2008-10-22
有限元程序MATLAB\MATLABFEM\FEM2D\node_stress.dat 515 2008-10-22
有限元程序MATLAB\MATLABFEM\FEM2D\Triangle2D3Node_Assembly.m 469 2008-10-01
有限元程序MATLAB\MATLABFEM\FEM2D\Triangle2D3Node_Stiffness.m 819 2008-10-01
有限元程序MATLAB\MATLABFEM\FEM2D\Triangle2D3Node_Strain.m 641 2008-10-19
有限元程序MATLAB\MATLABFEM\FEM2D\Triangle2D3Node_Stress.m 891 2008-10-19
有限元程序MATLAB\MATLABFEM\FEM2D\[MATLAB程序]6_1_2(1).m 815 2008-10-30
有限元程序MATLAB\MATLABFEM\Hexahedral3D8Node\Hexahedral3D8Node_Assembly.m 488 2008-10-01
有限元程序MATLAB\MATLABFEM\Hexahedral3D8Node\Hexahedral3D8Node_Stiffness.m 2404 2008-10-27
有限元程序MATLAB\MATLABFEM\Hexahedral3D8Node\Hexahedral3D8Node_Stress.m 2450 2008-10-27
有限元程序MATLAB\MATLABFEM\Hexahedral3D8Node\[MATLAB算例]4_8_2(1).m 748 2008-10-01
有限元程序MATLAB\MATLABFEM\Quad2D4Node\Quad2D4Node_Assembly.m 428 2008-10-01
有限元程序MATLAB\MATLABFEM\Quad2D4Node\Quad2D4Node_Stiffness.m 1363 2008-10-01
有限元程序MATLAB\MATLABFEM\Quad2D4Node\Quad2D4Node_Stress.m 1423 2008-10-01
有限元程序MATLAB\MATLABFEM\Quad2D4Node\[MATLAB算例]4_7_2(1).m 792 2008-10-01
有限元程序MATLAB\MATLABFEM\Tetraheron3D4Node\Tetrahedron3D4Node_Assembly.m 381 2008-10-01
有限元程序MATLAB\MATLABFEM\Tetraheron3D4Node\Tetrahedron3D4Node_Stiffness.m 1814 2008-10-01
有限元程序MATLAB\MATLABFEM\Tetraheron3D4Node\Tetrahedron3D4Node_Stress.m 1862 2008-10-01
有限元程序MATLAB\MATLABFEM\Tetraheron3D4Node\[MATLAB算例]4_8_1(1).m 1640 2008-10-01
有限元程序MATLAB\MATLABFEM\Triangle2D3Node\Triangle2D3Node_Assembly.m 469 2008-10-01
有限元程序MATLAB\MATLABFEM\Triangle2D3Node\Triangle2D3Node_Stiffness.m 819 2008-10-01
有限元程序MATLAB\MATLABFEM\Triangle2D3Node\Triangle2D3Node_Stress.m 898 2008-10-01
有限元程序MATLAB\MATLABFEM\Triangle2D3Node\[MATLAB算例]4_7_1(2).m 745 2008-10-01
有限元程序MATLAB\MATLABFEM\[典型例题]5_3(6)斜支座的处理.m 1459 2008-10-04
有限元程序MATLAB\【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
有限元程序MATLAB\【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
有限元程序MATLAB\【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
有限元程序MATLAB\【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
有限元程序MATLAB\【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
有限元程序MATLAB\【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
有限元程序MATLAB\MATLABFEM\Bar1D2Node 0 2019-01-07
有限元程序MATLAB\MATLABFEM\Bar2D2Node 0 2019-01-07
有限元程序MATLAB\MATLABFEM\Beam1D2Node 0 2019-01-07
有限元程序MATLAB\MATLABFEM\Beam2D2Node 0 2019-01-07
有限元程序MATLAB\MATLABFEM\FEM2D 0 2019-01-07
有限元程序MATLAB\MATLABFEM\Hexahedral3D8Node 0 2019-01-07
有限元程序MATLAB\MATLABFEM\Quad2D4Node 0 2019-01-07
有限元程序MATLAB\MATLABFEM\Tetraheron3D4Node 0 2019-01-07
有限元程序MATLAB\MATLABFEM\Triangle2D3Node 0 2019-01-07
有限元程序MATLAB\MATLABFEM 0 2019-01-07
有限元程序MATLAB\【MATLAB算例】 0 2019-01-07
有限元程序MATLAB 0 2019-01-07
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