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有限元程序MATLAB

于 2020-10-19 发布
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说明：  四杆桁架结构的有限元分析(Bar2D2Node); 三梁平面框架结构的有限元分析(Beam2D2Node); 基于3节点三角形单元的矩形薄板分析(Triangle2D3Node); 基于4节点四边形单元的矩形薄板分析(Quad2D4Node); 基于4节点四面体单元的空间块体分析(Tetrahedron3D4Node); 基于8节点六面体单元的空间块体分析(Hexahedral3D8Node);(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);)

文件列表：

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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    这个程序是关于多元峰值函数的的例程，新手和老手都会从中得益。(This process is about the multi-peak function of the routines, and newcomers and old hands will benefit from it.)
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    这是图论里面的一个定理，即Havel定理，它是用来判断一系列的度的序列能否组成一个简单图，在这儿我实现了它。(This is the inside of a theorem of graph theory, that Havel theorem, which is used to determine whether a series of sequences degrees to form a simple graph, here I realized it.)
    2014-02-25 16:22:50下载
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