基本解释：滞弹性应变
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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
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。
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。
