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
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
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
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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