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1·The analysis suggests that this could be due to the re-distribution of the elastic strain energy during the incomplete transformation.

分析表明，不完全相变过程中的弹性能再分布是可能的温度记忆效应机制。

2·In theoretical investigations, elastic strain energy method, fiber inclination model, three cells model and finite element model etc. are introduced.

在理论研究方面，介绍了弹性应变能法、纤维倾斜模型、三细胞模型和有限元模型等工作。

3·The various subgrade stiffness parameters for evaluating elastic strain energy stored in subgrade are inferred by using the principle of energy equivalency.

导出了计算储存在半无限弹性地基中弹性变形能所需的各种地基刚度。

4·M1 and M2 are two different martensite variants with diverse elastic strain energy and lattice distortions, which transformation to austenite at different temperatures.

M1和M2是马氏体的两种变体，有着不同的取向结构和弹性应变能，使得M1和M2在不同的温度下转变成奥氏体。

5·The results show that the loss of mechanical energy, the loss angle and the accumulation of the large elastic strain energy can be used to evaluate covering properties of carpets.

结果表明，机械能量损耗、损耗角及累积最大弹性应变等指标能评定地毯的铺地性能。

6·The relationships between strain rate and the elastic modulus, critical strain, Poisson's ratio and energy absorption capacity of concrete are still studied.

分析了应变率对混凝土弹性模量、峰值应力时的应变、泊松比和混凝土吸能能力的影响。

7·The fracture strain energy density at the high strain rate is mainly determined by the initial elastic modulus and the unstable strain and affected by the temperature and the strain rate.

在高应变率下，断裂应变能密度主要由初始弹性模量和失稳应变共同决定，受温度效应和应变率效应的综合影响。

8·Based on the strain energy consideration, this paper derives a elastic compliance matrix for rock masses with one set of joints.

本文从节理化岩体弹性变形能角度导出了含一组节理的岩体的弹性柔度矩阵。

9·Under this framework, the stress-strain relations are derived from a pseudo-elastic strain-energy density.

在这一理论框架下，增量的应力应变关系可以从所构造的能量函数中推导出来。

10·The design method of medical elastic assistive devices based on reverse engineering is proposed, and the expression for calculating strain energy of the elastic device is deduced in the paper.

提出了基于反求工程的医疗辅助弹性护具的设计方法，推导出弹性护具应变能的计算公式。