结合连续强度理论和统计理论,从岩石内部缺陷分布的随机性出发,建立了岩石统计损伤本构模型。
Based on random distribution of interior defect in rock, a statistical damage constitutive model for rock is developed by using the continuous strength theory and statistical theory.
研究成果表明:扰动状态概念为工程材料提供了一种统一的本构模拟方法,它包括其他早先的连续介质和损伤模型体系,并把它们作为特例。
The research results show that the DSC can develop unified constitutive models for engineering materials, which include, hierarchically, other previous continuum and damage models as special cases.
研究成果表明:扰动状态概念为工程材料提供了一种统一的本构模拟方法,它包括其他早先的连续介质和损伤模型体系,并把它们作为特例。
The research results show that the DSC can develop unified constitutive models for engineering materials, which include, hierarchically, other previous continuum and damage models as special cases.
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