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Elastoplastic damage model for quasi-brittle rocks based on continuum micromechanics—a review

机译:基于连续统微力学的准脆性岩石弹塑性损伤模型

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摘要

This paper aims to take a review on the modeling of damage in quasi-brittle rocks based upon continuum micromechanics.The basic idea of continuum micromechanics is a representation of brittle porous rocks as a material with distributed microcracks.With a crack density parameter identified as the governing state variable for the description of damage,methods of continuum micromechanics,namely the Eshelby-based homogenization schemes,are used to obtain macroscopic quantities such as elastic stiffness tensor and stress and strain,respectively.A thermodynamics approach is finally employed to obtain a macroscopic elastoplactic damage model,in which the frictional dissipation on the lips of closed cracks and its coupling with damage can be treated.Overall,the approach is to substitute constitutive parameters,which have been defined a priori on macroscopic level,by micromechanically motivated parameters,which have more sound physical interpretations.Discussions on the future work related to micromechanics-based damage modeling are also carried out.
机译:本文旨在对基于连续微力学的准脆性岩石损伤建模进行回顾。连续性微力学的基本思想是将脆性多孔岩石表示为具有分布的微裂纹的材料,裂纹密度参数确定为用来描述损伤的控制状态变量,连续微力学方法,即基于Eshelby的均化方案,分别用于获得宏观量,例如弹性刚度张量,应力和应变。最后采用热力学方法获得宏观弹塑性损伤模型,其中可以处理闭合裂纹唇缘的摩擦耗散及其与损伤的耦合。总的来说,该方法是用微观机械动力参数代替在宏观上先验定义的本构参数,对物理的解释更加合理。还进行了基于微机械力学的损伤建模。

著录项

  • 来源
  • 会议地点 Shanghai(CN)
  • 作者

    N.Xie; J.B.Yang; H.M.Tang;

  • 作者单位

    Faculty of Engineering, China University of Geosciences, Wuhan, China;

    Key Laboratory of Earthquake Geodesy, Institute of Seismology, CEA, Wuhan, China;

    Wuhan Institute of Seisraologic Engineering, Wuhan, China;

    Faculty of Engineering, China University of Geosciences, Wuhan, China;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 岩石学;
  • 关键词

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