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1)  limited deformation,finite deformation
有限形变
2)  finite deformation
有限变形
1.
Calculating method of finite deformation exponential hardening of truss subjecting compress load;
杆件受压时有限变形幂次强化计算方案
2.
Analysis of finite deformations of inflatable membrane tubes;
薄膜充气管的有限变形分析
3.
Study on feasible of some strain definition under finite deformation condition;
几种应变定义在有限变形下的适用性研究
3)  finite strain
有限变形
1.
An analytical approach to one-dimensional finite strain non-linear consolidation by Lie group transformation;
李群变换求解一维非线性有限变形固结问题(英文)
2.
Upper and lower bounds of effective bulk and shear moduli for a twophase elastic composite with imperfect interface are derived in the case of finite strains.
导出了有限变形下含非完美界面两相复合材料的上下界限。
3.
Different types of theories for finite strain plasticity have been explained.
近15年来,非经典塑性理论突破了经典理论的先验限制,在下述六个方面有独特的发展:①由微小变形向有限变形发展,确立了有限塑性变形理论;②由宏观唯象理论向细观深度发展,确立了塑性细观
4)  finite displacement
有限变形
1.
Reciprocal theorem for non-linear elasticity with finite displacements in rectargular cartesian coordinates is established and reciprocal theorems for bending of thin plates with large deflections are given by Fubaolian.
付宝连建立了直角坐标系,建立了有限变形非线性弹性力学的功的互等定理并给出了大挠度弯曲薄板的功的互等定理。
2.
Reciprocal theorem for non-linear elasticity with finite displacements in rectargular cartesian coordinates is established in this paper and reciprocal theorems for bending of thin plates with large deflections are given.
建立了直角坐标系有限变形非线性弹性力学的倒易定理并给出了大挠度弯曲薄板的倒易定理。
3.
The generalized variational inequalities principle of elastic and plastic problem with friction and finite displacement is derived by the use of semi-inverse method.
利用改进的半反推法 ,导出了库仑摩擦约束弹塑性有限变形率形式的广义变分原
5)  limited deformation
有限变形
1.
This paper introduces a stress analysis means under limited deformation of rubber core.
介绍了利用光弹实验方法在橡胶等制品有限变形条件下应力分析方法,通过防喷器胶芯的光弹实验,得到了其可能引起破坏的原因,为设计改进提供了依据。
2.
For the first time,the main mechanical characteristics of stored materials and the influence of geometric shape of silo funnel on material fluidization and peak pressure of side wall were researched using limited deformation theory to conduct computer simulation on stored materials in silo.
首次采用有限变形理论对筒仓中贮料的流态进行了计算机模拟 ,探讨了贮料主要力学特性和筒仓漏斗几何形状对贮料流态及侧壁峰值压力的影响 ,并由此提出了判断整体流动和非整体流动的简易方法 。
6)  finite deformation
有限变形;有限形变
补充资料:弹性形变
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性质:弹性材料在外力作用下发生形变后,当外力释去时,形变完全恢复、此种形变称为弹性形变。一般金属材料弹性形变不超过1%,应力应变之间关系符合虎克定律。对非晶态高聚物材料,弹性形变则包括普弹形变和高弹形变两类。普弹形变很小(约0.1-0.2%),应力应变之间关系符合虎克定律,高弹形变可高达百分之几百。高弹形变是高聚物一种独特的力学特性质,是由处于高弹态的高聚物分子内链段的聚向和位移产生的,形变时内应力小、模量小,形度值很大,当外力除支后可完全恢复。

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