搜索资源列表
camcly
- 剑桥模型计算程序,输出剑桥模型的弹塑性刚度矩阵-Cambridge model calculation procedures, the output of the Cambridge model stiffness matrix
PLAS
- 空间弹塑性有限元程序。能解决三维弹塑性力学问题，屈服模型为M-C模型和D-P模型，能考虑体力，面力等因素。
camcly
- 剑桥模型计算程序,输出剑桥模型的弹塑性刚度矩阵-Cambridge model calculation procedures, the output of the Cambridge model stiffness matrix
PLAS
- 空间弹塑性有限元程序。能解决三维弹塑性力学问题，屈服模型为M-C模型和D-P模型，能考虑体力，面力等因素。-Space-plastic finite element program. Able to resolve the issue of three-dimensional elastic-plastic mechanics, the yield model for the MC model and the DP model, abl
MDOF_Public
- 层模型弹塑性时程计算教学程序 一个糖葫芦串层模型程序-Layer model of elastic-plastic time-history teaching program A string of candied fruit layer model program
umat_Elastic-plastic
- 用于模拟混凝土单元的弹塑性模型，并有损伤变量，在ABAQUS中umat中输入弹性模量，泊松比与屈服应力即可。-The elastic-plastic model for the simulation of concrete unit, and the damage variable in the ABAQUS umat enter the elastic modulus, Poisson' s ratio and yield st
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.
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.
UMAT-Elastic-Plastic
- ABAQUS二次开发子程序UMAT下，采用FORTRAN编程的弹塑性模型-ABAQUS two sub development subroutine UMAT, the use of FORTRAN programming of the elastic plastic model
e8.01
- 一具中心圆孔的钢板，采用理想弹塑性模型对其进行弹塑性分析。-A center hole of the plate, using its ideal elastoplastic model elastoplastic analysis.
Desktop
- abaqus 弹塑性本构的编程与实现，无限元模型的建立与实现，算例(The programming and implementation of ABAQUS elastoplastic constitutive model, the establishment and implementation of infinite element model, an example)
EP_M
- 计算各向同性硬化弹塑性模型，利用J2流动理论(The elastoplastic model of isotropic hardening is calculated by using J2 flow theory.)
J2FLOW
- 一种基于Fortran语言编写的二次开发的弹塑性本构模型(Secondary Development Program of Elastoplastic Constitutive Model)
mises_book
- UMAT-MISES--基于Mises屈服方程的弹塑性本构模型(UMAT for Mises the elastic-plastic constitutive equation based on the Mises yield funcion)
单自由度地震能量计算的程序matlab
- 使用双线性滞回模型的单自由度 弹塑性时程分析，MATLAB编程(Single degree of freedom elastoplastic time history analysis using bilinear hysteretic model, MATLAB programming)
10层楼弹塑性时程分析
- 基于双线性滞回模型的单自由度 弹塑性时程分析，并采用MATLAB编程实现(Single degree of freedom elastoplastic time history analysis using bilinear hysteretic model, MATLAB programming)
59564359M-C_by_Johan_Clausen
- ABAQUS本构模型二次开发，UMAT子程序，弹塑性摩尔库伦本构模型(Elastoplastic Mohr Coulomb constitutive model)
ABAQUS-Fortran二次开发
- ABAQUS 用户子程序 UMAT 的开发方法，采用 FORTRAN 语言编制了各向同性硬化材料模型的接口程序，研究该类材料的弹塑性本构关系极其实现方法(Based on the development method of user subroutine UMAT of ABAQUS, the interface program of isotropic hardening material model is compiled by F
simplexample
- 一个简单的abaqus入门弹塑性模型子程序案例(a simple abaqus VUMAT that could be used to describe elasticoplastic model)
umatila[1]
- 混凝土塑性损伤模型的umat文件 用于ABAQUS中自定义用户材料属性 本文件中定义了混凝土的弹塑性模型 其中塑性考虑了混凝土的塑性损伤模型(the umat Fortran words of concret in ABAQUS)