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OpenSeesExamplesManual.chm
- 非线性有限元分析指导，主要用于地震作用下结构的地震弹塑性时程分析-Nonlinear finite element analysis guide, mainly for under earthquake seismic nonlinear time history analysis
Plastic-bubble-and-the-complexity-of-underwater-ex
- ，将边界元出BE M)与有限元法(FEM)棉合提将边界元算法（BE M)与有限元法(FEM)藕合出了气泡与弹塑性结构榈合动力学计算方法，并开发了全套的三维水下气泡分析程序(UBA) ，计算值与实验值之间误差在10 以内-Plastic bubble and the complexity of underwater explosion
PCG
- 弹塑性力学的方法在解决实际问题上是不能与有限元法相提并论的。所以，...理论只能是解析的，而有限元法只不过是一种现在应用得很成功的技术手段而已-Elastic-plastic mechanics, in solving practical problems are not comparable with the finite element method. Therefore, the ... theory can only be resolved, and the finite element
PCG-tab
- 弹塑性力学的方法在解决实际问题上是不能与有限元法相提并论的。所以，...理论只能是解析的，而有限元法只不过是一种现在应用得很成功的技术手段而已-Elastic-plastic mechanics, in solving practical problems are not comparable with the finite element method. Therefore, the ... theory can only be resolved, and the finite element
esloplastic
- ABAQUS中的弹塑性的umat程序，就是经典的mises屈服条件-ABAQUS elasto-plastic in the umat program, is the classic mises yield condition
biao-Consolidation
- 考虑比奥固结的土体应力研究程序，非线性及弹塑性比奥固结平面有限元。-Consider the Biot s consolidation of the soil stress research program, non-linear and planar elastic-plastic finite element Biot s consolidation.
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
Inelastic-Analysis
- 这本书比较深入地讲述了固体和结构的弹塑性分析方法-This book is more in-depth about the elasto-plastic analysis of solids and structures
tsxsc
- 利用MATLAB做三层框架结构的弹塑性分析，分析结构在地震作用下的位移反应-Using MATLAB to do a three-tier framework structure of the elastic-plastic analysis, analysis of the displacement response of the structure under seismic action
kjmx
- 本文件为一个框架结构的ansys命令流，为方便进行框架的弹塑性分析建立，本命令流定义的材料为弹性。-This document is a framework structure Ansys command stream, the elastoplastic analysis framework to facilitate the establishment of the command stream to define material is elastic.
tdofpz3x3_rlocus
- 地震反应 地震作用 刚度矩阵 非线性地震反应 聚合 弹塑性-Seismic response of earthquake stiffness matrix of the nonlinear seismic response of aggregate elastic-plastic
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.
camclay
- 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
Newton_Raphson
- 利用Newton-Raphson法求解平面弹塑性桁架-The Newton-Raphson method for solving 2D elastoplastic truss
Umat_ElasticPlastic_Explicit
- Abaqus UMAT code 适用于平面应变，轴对称弹塑性本构关系，也适用于大应变情况，使用显示积分算法。-Abaqus UMAT code applies to plane strain, axisymmetric elastoplastic constitutive relation, also applicable to large strain, using the integration algorithm.
Umat_ElasticPlastic_Implicit
- Abaqus UMAT code 适用于平面应变，轴对称弹塑性本构关系，也适用于大应变情况，使用隐式积分算法。-Abaqus UMAT code applies to plane strain the axisymmetric elastoplastic constitutive relation, also applies to large strain, using the implicit integration algorithm.
Umat_ViscoElasticPlastic_Material
- ABAQUS UMAT code 适用于平面应变，轴对称的黏弹塑性线性应变硬化材料，适用于大变形。-The ABAQUS UMAT code applies to plane strain, axisymmetric viscoelastic plasticity linear strain hardening material, suitable for large deformation.
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
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