1) elastic-plastic
弹塑性
1.
Iterative method for determination of elastic-plastic stress singularities near an interface edge;
界面端弹塑性应力奇异性的迭代计算方法
2.
The experimental study of earth elastic-plastic and the previous consolidation pressure;
土的弹塑性与先期固结压力的试验研究
3.
The effects of element style on the 2D elastic-plastic finite element model of fatigue crack propagation;
单元类型对疲劳裂纹二维弹塑性有限元模型的影响
2) elastoplasticity
弹塑性
1.
Research on the reproducing kernel particle method for double nonlinearities of large strain and elastoplasticity;
弹塑性大应变双重非线性问题分析的再生核质点法研究
2.
Investigation on the constitutive models of elastoplasticity coupled with damage for concrete;
混凝土弹塑性损伤本构理论的研究
3.
3D elastoplasticity numerical analysis was done for the old casing design using ABAQUS FEM software and for the casing with wall t.
为此,应用ABAQUS有限元软件对原设计方案进行了三维弹塑性数值分析,进一步对壁厚增加以后的套管进行了弹塑性数值模拟分析。
3) elasto-plastic
弹塑性
1.
Relationship between restraint intensity and restraint stress in elasto-plastic range;
弹塑性条件下拘束度与拘束应力
2.
QR method for elasto-plastic analysis of shear walls Ⅱ——Computing format,program and a calculation example;
剪力墙结构弹塑性分析的QR法Ⅱ——计算格式、程序及算例
3.
QR method for elasto-plastic analysis of shear walls Ⅰ——displacement function and constitutive model;
剪力墙结构弹塑性分析的QR法Ⅰ——位移函数及本构模型
4) elasto-plasticity
弹塑性
1.
Soil-structure interface modeling of pile-soil interaction with an elasto-plasticity damage model;
用接触面弹塑性损伤模型分析群桩基础
2.
Simulation of a simple elasto-plasticity problem demonstrates th.
根据人工神经网络的基本优化机理,研究了基于Lagrange乘子法神经网络求解弹塑性力学有限元问题。
3.
A finite element program of wall beam structure under elasto-plasticity condition is compiled based on the plastic theory and used to test some practical samples.
并基于塑性理论,编制了“墙梁结构弹塑性有限元法计算程序”,对一些算例进行了验算,得到较好的结果。
5) elastoplastic
[i'læstə,plæstik]
弹塑性
1.
A New Joint Elastoplastic constitutive Model;
一种新的节理弹塑性本构模型
2.
Implicit stress integration algorithm for isotropic hardening elastoplastic constitutive models;
等向硬化类弹塑性本构模型的隐式应力积分算法
3.
A practical method to calculate elastoplastic J-Integral;
弹塑性J-积分有限元计算的一种实用方法
补充资料：弹塑性失效
分子式：
CAS号：
性质：按照应力分类概念，当容器边缘部分出现一定量的局部塑性变形时，即为容器的承载极限状态，称为弹塑性失效。
CAS号：
性质：按照应力分类概念，当容器边缘部分出现一定量的局部塑性变形时，即为容器的承载极限状态，称为弹塑性失效。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条