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。
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。
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。
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