An elastic viscoplastic model is used to analyse stress and strain fields at the tip of a propagating crack under antiplane shear.

弹性-粘塑性模型对反平面剪切扩展裂纹尖端的应力应变场进行了分析。

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An elastic viscoplastic material model was adopted to the asymptotic analysis on power law and logarithmic singularity of dynamic growing crack tip.

本文利用弹-粘-塑性材料力学模型，对动态扩展裂纹尖端的指数奇异性和对数奇异性进行了渐近分析。

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Based on laboratory creep tests of soils, the method for analyzing the elastic-viscoplastic stress-strain relations are presented in this paper.

本文根据土的室内蠕变试验提出了一项分析土的弹粘塑性应力—应变关系的方法。

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