搜索资源列表
2D_Boundary_Element_Code
- 二维边界元程序，能用于处理平面弹性力学问题以及位势问题-2-dimension boundary element code desigend for plane elasticity problems and displacement potential problems
fortran
- fortran初学者 有限元法运用常应变三角形单元解弹性力学平面问题-the fortran beginners finite element method for the use of constant strain triangular element solution of plane problems in elasticity
UMAT_-Non-Isothermal-Elasticity
- A UMAT Coding for Non-Isothermal Elasticity work example.
jks_change_0.3
- Udec软件节理对隧道影响分析实例，可以调节节理剪切刚度以及隧道围岩弹性模量，计算方便-Udec joints impact analysis software instance of the tunnel, you can adjust the stiffness of joints and shear modulus of elasticity of the tunnel surrounding rock, convenient calculation
elasticity
- a fortran UMAT in linear elasticity
spinning tether
- 基于Mathcad（也可转为matlab程序）的旋转系绳系统模型，以牛顿力学建模，考虑系绳弹性，可用于任意开普勒轨道建模仿真。(The Mathcad based model of the rotating tether system, which considers the tether elasticity, can be used for arbitrary Kepler orbit modeling and simulation.)
Continuum Mechanics
- This is a book about continuum mechanics and elements of elasticity
FEM-master
- 弹性力学与有限元 算例 有限元平面问题 有限元求解器(Elasticity and Finite Element Examples Finite Element Plane Problems Finite Element Solvers)
Elasticity Imaging
- Elasticity Imaging弹性成像的书章(Elasticity Imaging book chapter)
Matlab-Phase-field modeling of instablity film
- 本程序研究的目的是证明一种有限元相场算法，其中相场方程是完全耦合并同时求解的。不过，在这种情况下，完全耦合的方程是弹性和非守恒的阶参数；然而，该方法可作为其他相场模型完全耦合公式的模板。这是求解具有弹性不均匀性的Allen-Cohn方程的主要程序。有限元算法。该算法解决了非保守阶参数的演化问题。全耦合模式下应力列场的演化。取决于代码中Isolve参数的选择：对于Isolve-1，代码以长手格式和非优化模式执行。为了执行Matlab优化模式。因此，对于所需的执行模式，该参数应该在程序中修改。(Th
iso_mises_umat
- 各向同性材料umat源程序，简单abaqus子程序(umat for isotropic elasticity material)
user-m3-rate-so
- LS-DYNA材料的二次开发各向同性线弹性例子(An example of LS-DYNA isotropic linear elasticity)