搜索资源列表
123
- 采用fortran编写，有限元三角形三节点单元适合初学者-the main code of this files is using fortran to calculate triangle element
RDKT
- 三节点三角形板单元，修正dkt单元，比原dkt单元精度更高-Three-node triangular plate unit, correcting dkt unit, higher than the original dkt unit Accuracy
tri-elements
- 本程序实现了一悬臂梁受力问题的有限元解法，采用三节点三角形单元，计算了梁端部受集中力和同时受均布荷载以及端部集中力两种情况，给出了计算结果并作出了变形图示(This program implements a cantilever beam finite element problem solution, using three node triangular element. Two cases: concentrated force and uniform load -concentrated
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)
md_gauss
- 求解高斯积分点及其权重的计算程序。程序计算一维、二维、三维的高斯点及其权值，用于数值积分。原来写的一个有限元程序，所以有能力给6节点的三角形单元的积分点(A program for solving Gauss integral points and their weights is presented.Program calculates the gauss points for 1-D,2-D,3-D along with their weights for use in numerical
winfor
- Fortran软件及三节点三角形单元，八节点等参单元等几个单元应力分析源程序(Fortran software and three node triangular element, eight node isoparametric element and several other element stress analysis source program)
悬臂梁有限元Matlab
- 悬臂梁有限元matlab程序，使用三角形三节点单元计算结构响应(Cantilever beam finite element matlab program for calculating structural response using triangular three-node element)
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