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
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 stress can be.
Stiffness-elastic-plastic-UMAT
- 基于ABAQUS UMAT二次开发的常刚度弹塑性本构模型-A program for Stiffness elastic-plastic based on ABAQUS UMAT
Shear-model
- 基于abaqus umat的切刚度弹塑性本构模型-Program for shear stiffness elastic plastic model based on abaqus umat
Visco-Elastic-Plastic-FEM-analysis
- 弹粘塑性本构模型出发，考虑混凝土材料的损伤，推导提出混凝土弹粘塑性损伤本构模型，适用性强大。本模型能够反映出材料不同的拉压性能、材料的应变率敏感性、静水压力及中间主应力的影响，具有一定的实用价值。-Based on the constitutive model of the elastic viscoplastic constitutive model, the damage of concrete materials is considered, and the constitutive mo
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
test_qx
- 弹塑性本构模型umat 适合新手学习使用-Constitutive model suitable for beginners learning to use umat
abaqus-elastic-plasticmodel
- 用于abaqus材料模型，描述弹塑性材料(elastic-plastic model)
MATLAB算法练习
- 某三层钢筋混泥土结构弹塑性时程分析程序。结构恢复力模型采用三线型刚度退化模型。(time history analysis)
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)