曾攀有限元教材matlab代码

[{"title":"（ 79 个子文件 7.59MB ） 曾攀有限元教材matlab代码","children":[{"title":"曾攀有限元","children":[{"title":"使用说明.doc <span style='color:#111;'> 36.00KB </span>","children":null,"spread":false},{"title":"【ANSYS算例】","children":[{"title":"【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 <span style='color:#111;'> 122.00KB </span>","children":null,"spread":false},{"title":"【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 <span style='color:#111;'> 545.00KB </span>","children":null,"spread":false},{"title":"【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 <span style='color:#111;'> 126.50KB </span>","children":null,"spread":false},{"title":"【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 <span style='color:#111;'> 877.50KB </span>","children":null,"spread":false},{"title":"【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 <span style='color:#111;'> 49.00KB </span>","children":null,"spread":false},{"title":"【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 <span style='color:#111;'> 98.50KB 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</span>","children":null,"spread":false},{"title":"Beam1D2Node_Strain.m <span style='color:#111;'> 341B </span>","children":null,"spread":false}],"spread":true},{"title":"Bar1D2Node","children":[{"title":"Bar1D2Node_Forces.m <span style='color:#111;'> 201B </span>","children":null,"spread":false},{"title":"Bar1D2Node_Stress.m <span style='color:#111;'> 218B </span>","children":null,"spread":false},{"title":"Bar1D2Node_Assembly.m <span style='color:#111;'> 299B </span>","children":null,"spread":false},{"title":"Bar1D2Node_Stiffness.m <span style='color:#111;'> 202B </span>","children":null,"spread":false}],"spread":true},{"title":"Bar2D2Node","children":[{"title":"Bar2D2Node_Forces.m <span style='color:#111;'> 407B </span>","children":null,"spread":false},{"title":"Bar2D2Node_Stress.m <span style='color:#111;'> 408B </span>","children":null,"spread":false},{"title":"Bar2D2Node_Stiffness.m <span style='color:#111;'> 438B </span>","children":null,"spread":false},{"title":"Bar2D2Node_Assembly.m <span style='color:#111;'> 356B </span>","children":null,"spread":false},{"title":"[典型例题]3_2_5(1).m <span style='color:#111;'> 1.15KB </span>","children":null,"spread":false}],"spread":true},{"title":"Triangle2D3Node","children":[{"title":"Triangle2D3Node_Stress.m <span style='color:#111;'> 898B </span>","children":null,"spread":false},{"title":"Triangle2D3Node_Stiffness.m <span style='color:#111;'> 819B </span>","children":null,"spread":false},{"title":"Untitled.m <span style='color:#111;'> 910B </span>","children":null,"spread":false},{"title":"[MATLAB算例]4_7_1(2).m <span style='color:#111;'> 745B </span>","children":null,"spread":false},{"title":"Triangle2D3Node_Assembly.m <span style='color:#111;'> 469B </span>","children":null,"spread":false}],"spread":true},{"title":"Beam2D2Node","children":[{"title":"Beam2D2Node_Stiffness.m <span style='color:#111;'> 400B </span>","children":null,"spread":false},{"title":"[MATLAB算例]3_3_7(2).m <span style='color:#111;'> 541B </span>","children":null,"spread":false},{"title":"[MATLAB算例]3_3_7(2).asv <span style='color:#111;'> 543B </span>","children":null,"spread":false},{"title":"BeamForces.m <span style='color:#111;'> 183B </span>","children":null,"spread":false},{"title":"Beam2D2Node_Assemble.m <span style='color:#111;'> 376B </span>","children":null,"spread":false}],"spread":true},{"title":"[典型例题]5_3(6)斜支座的处理.m <span style='color:#111;'> 1.42KB </span>","children":null,"spread":false},{"title":"FEM2D","children":[{"title":"node_stress.dat <span style='color:#111;'> 515B </span>","children":null,"spread":false},{"title":"Triangle2D3Node_Stress.m <span style='color:#111;'> 891B </span>","children":null,"spread":false},{"title":"Triangle2D3Node_Stiffness.m <span style='color:#111;'> 819B </span>","children":null,"spread":false},{"title":"elem_stress.dat <span style='color:#111;'> 389B </span>","children":null,"spread":false},{"title":"force.txt <span style='color:#111;'> 292B </span>","children":null,"spread":false},{"title":"FEM2D_MAIN.m <span style='color:#111;'> 4.61KB </span>","children":null,"spread":false},{"title":"node.txt <span style='color:#111;'> 147B </span>","children":null,"spread":false},{"title":"[MATLAB程序]6_1_2(1).m <span style='color:#111;'> 815B </span>","children":null,"spread":false},{"title":"Triangle2D3Node_Strain.m <span style='color:#111;'> 641B </span>","children":null,"spread":false},{"title":"constrain.txt <span style='color:#111;'> 292B </span>","children":null,"spread":false},{"title":"Triangle2D3Node_Assembly.m <span style='color:#111;'> 469B </span>","children":null,"spread":false},{"title":"FOR_POST.dat <span style='color:#111;'> 1.28KB </span>","children":null,"spread":false},{"title":"node_displace.dat <span style='color:#111;'> 649B </span>","children":null,"spread":false},{"title":"element.txt <span style='color:#111;'> 342B </span>","children":null,"spread":false}],"spread":false},{"title":"Hexahedral3D8Node","children":[{"title":"[MATLAB算例]4_8_2(1).m <span style='color:#111;'> 748B </span>","children":null,"spread":false},{"title":"Hexahedral3D8Node_Stress.m <span style='color:#111;'> 2.39KB </span>","children":null,"spread":false},{"title":"Hexahedral3D8Node_Assembly.m <span style='color:#111;'> 488B </span>","children":null,"spread":false},{"title":"Hexahedral3D8Node_Stiffness.m <span style='color:#111;'> 2.35KB </span>","children":null,"spread":false}],"spread":true},{"title":"Tetraheron3D4Node","children":[{"title":"Tetrahedron3D4Node_Stress.m <span style='color:#111;'> 1.82KB </span>","children":null,"spread":false},{"title":"Tetrahedron3D4Node_Assembly.m <span style='color:#111;'> 381B </span>","children":null,"spread":false},{"title":"Tetrahedron3D4Node_Stiffness.m <span style='color:#111;'> 1.77KB </span>","children":null,"spread":false},{"title":"[MATLAB算例]4_8_1(1).m <span style='color:#111;'> 1.60KB </span>","children":null,"spread":false}],"spread":true}],"spread":true},{"title":"【MATLAB算例】","children":[{"title":"【MATLAB算例】3.3.7(2) 三梁平面框架结构的有限元分析(Beam2D2Node).doc <span style='color:#111;'> 213.50KB </span>","children":null,"spread":false},{"title":"【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 <span style='color:#111;'> 120.00KB </span>","children":null,"spread":false},{"title":"【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 <span style='color:#111;'> 136.00KB </span>","children":null,"spread":false},{"title":"【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 <span style='color:#111;'> 235.50KB </span>","children":null,"spread":false},{"title":"【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 <span style='color:#111;'> 62.00KB </span>","children":null,"spread":false},{"title":"【MATLAB算例】3.2.5(2) 四杆桁架结构的有限元分析(Bar2D2Node).doc <span style='color:#111;'> 104.00KB </span>","children":null,"spread":false}],"spread":true},{"title":"清华大学曾攀-经典-Ansys-matlab有限元教程及应用实例.pdf <span style='color:#111;'> 5.62MB </span>","children":null,"spread":false}],"spread":true}],"spread":true}]