On the maximum strain criterion was proved.
实验结果与最大拉应变准则相符。
The strain criterion for ductile shear failure based on the maximum principal shear strain is established.
据此，建立基于最大主剪应变的岩土材料延性剪切破坏应变准则；
The threshold value of damage and maximum strain are adopted as failure criterion to reflect fatigue failure and ductile failure respectively.
针对材料不同的失效模式，分别采用损伤变量门槛值和最大应变作为失效判据。
The comparison indicates a good agreement between the experimental results and the prediction from the theory of maximum cricumferential strain criterion.
最后引用了大量试验资料验证了最大拉应变理论的适用性。
The comparison indicates a good agreement between the experimental results and the prediction from the theory of maximum cricumferential strain criterion.
最后引用了大量试验资料验证了最大拉应变理论的适用性。
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