1) 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 。
2) pseudo-elastic effects
伪弹性效应
3) transformation pseudo-elasticity
相变伪弹性
4) 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。
5) 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。
6) 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。
补充资料：大应变弹性
分子式：
CAS号：
性质：在橡胶态，一个高聚物可以承受大的形变而仍能完全恢复。如橡胶带拉伸至原长的两三倍后仍能回复到它原来的形状，具有这种行为的特性就叫作大应变弹性，或有限应变弹性。考察在薄板面上无法向应力时的均匀纯应变，并假设橡胶是不可压缩的。
CAS号：
性质：在橡胶态，一个高聚物可以承受大的形变而仍能完全恢复。如橡胶带拉伸至原长的两三倍后仍能回复到它原来的形状，具有这种行为的特性就叫作大应变弹性，或有限应变弹性。考察在薄板面上无法向应力时的均匀纯应变，并假设橡胶是不可压缩的。
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