搜索资源列表
truss_elstoplastic
- 采用NEWTON-RAPHSON法求解非线性有限元的源代码，双线性弹塑性本构关系-Newton-Raphson method for solving nonlinear finite element source code, bilinear elastic-plastic constitutiv
PLASTIC
- 用于计算单自由度弹塑性时程,通过弹性计算的屈服位移带入弹塑性时程，求单自由度弹塑性时程-Used to calculate the single degree of freedom nonlinear time history
Thearchbridgestability
- 此程序源码采用ansys自带语言详细说明了土木工程中考虑材料非线性后的拱桥弹塑性屈曲分析。-This program source code using ansys own language details civil engineering bridge after considering plastic material nonlinear buckling analysis.
Newmark_Method
- NewMark方法求解弹塑性时程分析地震响应-NewMarkMethod to solve the SRSF Problems
steel_arch_4
- 有限元软件ansys命令流，进行钢拱大挠度弹塑性承载力分析-Finite element software ansys command stream for steel arch Load Capacity Analysis of Large Deflection
VUMAT
- 适用于非晶合金的弹塑性变形损伤失效的VUMAT-For plastic deformation of amorphous alloys failure VUMAT injury
umat.for
- 为了解释弹塑性材料的实验现象，又提出了一些 弹塑性模型，并用数学公式表示出来，建立自己的模型.-User subroutine UMAT is used to define the mechanical constitutive behavior of a material.
Umat_elastic_plastic
- 一个用于大变形下的弹塑性材料模型。希望我的注释能帮助初学者理解-One for large deformation elastic-plastic material model under. I hope my comments can help beginners understand
CONCRETE-P
- abaqus二次开发vumat子程序，适用于三维梁单元的弹塑性本构模型，采用Kent-Park受压应力应变全程曲线-abaqus secondary development vumat routine for three-dimensional beam element constitutive model, using the Kent-Park compressive stress-strain curve of the whole
tensle
- 各向同性硬化的UMAT子程序，用于Abaqus 下各向同性硬化的弹塑性本构方程模拟-Isotropic hardening UMAT subroutine for the elastic-plastic constitutive equation of isotropic hardening Abaqus simulation
Elastic-plastic-mechanics
- 上面是讲的弹塑性力学中的本构关系！即应力与应变之间的关系！对有这方面需要的人有很大的帮助！-The above is the mechanical stresses in the elastic-plastic constitutive relationship! That is the relationship between stress and strain! To have this person in need of grea
inelastic-analysis
- MATLAB程序：框架结构的弹塑性分析（结构顶点位移）-nonlinear displacement of three story fr a me structure
mises
- 基于ABAQUS二次开发平台，编制Mises弹塑性模型的UMAT子程序。-Based on the secondary development platform of ABAQUS, prepare the UMAT subroutine of Mises elastic-plastic model.
RadialReturn
- ：弹塑性算法经典文章，此文章书写了弹塑性径向返回算法的开端Elastoplastic algorithm classic article, this article, written in the beginning of the the elastoplastic radial return algorithm.-Elastoplastic algorithm classic article, this article, writte
ubeam
- 双折线弹塑性梁单元本构程序User defined nonlinear beam subroutine for MSC.MARC, Fortran Source code-User defined nonlinear beam subroutine for MSC.MARC, Fortran Source code
Owen
- Owen 弹塑性有限元源程序, 变刚度迭代法，牛顿拉夫森迭代。-Owen‘s source code, for plastic FEM
threestorymatlabplastic
- MATLAB多自由度弹塑性动力时程分析程序-MATLAB multi-degree of freedom elastic-plastic dynamic analysis program
stress
- 各向同性等向硬化弹塑性材料，在已知应变的条件下计算应力-Stress update algorithm for a uniaxial elastoplastic material with isotropic hardening
VFIFE
- chp5_ex1用向量式有限元求解二维框架在斜坡荷载作用下的静力解。 chp6_ex1_1用向量式有限元求解大变位刚性杆件结构的位移。 chp6_ex1_2用向量式有限元求解大变位柔性杆件结构的位移。 chp7_ex1用向量式有限元求解机构的运动。 chp7_ex3a用向量式有限元求解杆件弹塑性变形。-chp5_ex1 fr a mework for solving the two-dimensional finite
umatmst3
- 材料弹塑性本构方程 材料弹塑性本构方程 材料弹塑性本构方程-constitutive model for elasticity and plasticity constitutive model for elasticity and plasticity constitutive model for elasticity and plasticity