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3dbeam_stiffness
- 用matlab编写的，有限元三维梁单元的单元刚度矩阵计算程序，各节点6个自由度。-prepared by the three-dimensional finite element beam element of the element stiffness matrix calculation program, the 6-DOF nodes.
FEMprogram
- 四面体网格划分的有限元计算源代码，在将变形体划分为四面体后，输入节点坐标，程序利用弹塑性本构，将载荷和位移关系转变为线性方程组，是一个很好的求解简单三维变形体的程序，还可输出单元变形量，应力等。-Tetrahedral mesh of the finite element method source code, in the deformed tetrahedron is divided into, the input node coordinates, the program using el
yxy
- matlab在有限元中的应用，平面常应变三节点单元，注解清晰，应用方便。-matlab in finite element applications, three-node constant strain plane unit, well commented, easy application.
static3d20
- 三维有限元静力问题分析程序，用Matlab编写，采用20节点3维单元，可绘制应力云图。-Three dimensions finite element programs
P1-fem_elasticity
- 平面三节点单元有限元单刚以及总刚的MATLAB程序-Three-node plane finite elements and the overall stiffness of the MATLAB program just
2D3Node
- 基于有限元基本原理，利用matlab编写了平面3节点实体单元的程序，可以更加了解3节点有限元的基本理论。(Based on the basic principle of finite element method, the program of plane 3 node solid element is written by MATLAB, which can better understand the basic theory of 3 node finite element.)
matlab-fea
- 三维8节点有限元刚度阵 型函数 高斯积分 雅可比矩阵(3d 8 nodes fea stifness matrix)
Beam
- 使用matlab编制的三结点三角形单元有限元分析悬臂梁程序代码(Finite element analysis of cantilever beam program code with three node triangular element compiled by MATLAB)
有限元程序MATLAB
- 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 str
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- 用matlab语言编写三节点梁单元程序，并与abaqus矩形单元，六节点三角形单元仿真结果做了对照，加深对FEM的理解。(The program of three node beam element is written in MATLAB language, and the simulation results are compared with those of ABAQUS rectangular element and six node triangular element to dee