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1)  elastic strain
弹性应变
1.
Depth-dependent elastic strain in ZnO/Zn_(0.9)Mg_(0.1)O/ZnO heterostructure studied by Rutherford backscattering/channeling;
用卢瑟福背散射/沟道技术研究ZnO/Zn_(0.9)Mg_(0.1)O/ZnO异质结的弹性应变
2.
Mathematically,the quantification of self-induced tensile stress,elastic strain,and tensile creep was described.
详细论述了混凝土在约束条件下对自生拉应力、弹性应变和徐变进行量化的数学方法,为深入研究高性能混凝土在早龄期的粘弹性能开辟了一个行之有效的途径。
3.
The calibration procedure to determine the restrained shrinkage and the mathematical models to quantify the tensile stress,elastic strain and tensile creep are expounded.
文中论述了混凝土约束收缩的测量方法和自生拉应力、弹性应变和徐变的量化的数学计算方法。
2)  elastic strain energy
弹性应变能
1.
The results show: when the elastic strain energy was neglected, randomly distributed equiaxed particles were obtained with isotropic characteristic; when the elastic strain was considered, precipitates tend to aligned along the elastic \!soft\" directions with anisotropic char.
计算机模拟表明:当忽略弹性应变能时,沉淀为随机分布的等轴颗粒,呈各向同性特征;当考虑弹性应变能时,沉淀相趋于沿弹性"软"方向排列,呈各向异性特征。
2.
A formula to calculate the elastic strain energy and the shear elasticity wasproposed.
在前人工作的基础上,提出计算弹性应变能和剪切弹性模量的公式,并将胎面胶料在毛细管流变仪中的测量数据与文献报道的模型进行了比较。
3.
The acoustic emissions and elastic strain energy decrease of rock specimens with initially random material imperfections in uniaxial plane strain compression were numerically modeled by using FLAC.
利用拉格朗日元法(FLAC)模拟了单轴平面应变压缩条件下缺陷数目对含初始随机材料缺陷岩石试样声发射及弹性应变能降低的影响。
3)  pseudoelastic strain
伪弹性应变
1.
Its elastic modulus and pseudoelastic strain were calculated, so the quantitative relationship between the texture and elastic modulus, as well as psuedoelastic strain was built.
根据其织构系数计算了不同轧向的弹性模量 ,并由 ODF回算的反极图计算了不同轧向的伪弹性应变
4)  inelastic strain
非弹性应变
1.
In this study, on the basis of uniaxial tensile test of ten kinds of rock,the increase of inelastic strain with stress has been investigated.
在10种岩石单轴拉伸试验的基础上,分析了岩石在拉应力作用下非弹性应变随应力增加而增加的规律性,提出了能够表现岩石受拉变形破坏全过程的非线性粘弹性本构方程。
5)  Visco elastic strain
粘弹性应变
6)  finite strain elasticity
大应变弹性
补充资料:弹性应变
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性质:材料在施加一定负荷后发生形变,当外力去除后又能迅速恢复原状,则称在负荷状态下发生的形变为弹性应变。物体显示完全弹性的最大应力值称作弹性极限,在弹性极限的范围内物体的形变都是弹性形变。在外力去除时能即时消失的形变是理想弹性形变。而实际上在一般的弹性形变中还包括一部分在外力去除后随时间逐步消失的形变。在超过弹性极限时,物体的形变中出现黏弹性形变部分。

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