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Continuum damage theory for geomaterials and its application to coupling in transport processes.

机译:岩土材料的连续介质损伤理论及其在运输过程中的耦合应用。

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摘要

In this dissertation, a phenomenological damage constitutive theory for brittle solids progressively failing through the growth, nucleation, and coalescence of microdefects is developed. This theory is based on irreversible thermodynamics with internal state variables representing irreversible microstructural rearrangements, and experimental observations on geomaterials. The effect of these structural changes in such materials is incorporated in the theory and is quantified by a continuum variable, called a damage variable. A vector valued internal state variable is introduced to represent average material degradation. A novel damage evolution law based on both microscopic and macroscopic experimental observations of geomaterials is proposed. It is shown that damage formation is responsible for strain-softening, for the degradation of stiffness, for positive dilatancy, and for induced anisotropy. A finite element code incorporating damage mechanics and coupled to fluid flow is formulated using Gurtin's variational principle equivalent to the governing equations for coupling nonlinear deformation with flow.;The predictive capabilities of this phenomenological damage model have been demonstrated in a series of qualitative and quantitative comparisons with available experimental data for various rocks and concrete under tensile and compressive stresses. In addition, some numerical predictions of the problem of a finite load on an infinite damaged medium with fluid flow are compared with published analytical solutions and with results from a linear poroelasticity approach to the same problem.;The results presented in this dissertation show that the proposed theory can replicate the salient aspects of the mechanical behaviour of brittle geomaterials. Particularly, strain-softening, positive dilatancy, decrease of elastic modulus, and confining pressure effects on geomaterials observed in laboratory are well captured. It is also shown that damage growth contributes significantly to the diffusion of pore pressure in coupling deformation with pore pressure diffusion processes.
机译:本文提出了一种通过微缺陷的生长,成核和聚结逐渐破坏脆性固体的现象学损伤本构理论。该理论基于不可逆的热力学,其内部状态变量表示不可逆的微观结构重排,以及对地球材料的实验观察。这些材料中这些结构变化的影响已纳入理论,并通过称为损伤变量的连续变量来量化。引入矢量值的内部状态变量以表示平均材料退化。提出了一种基于土工材料微观和宏观实验观测的新型损伤演化规律。结果表明,损伤的形成是导致应变软化,刚度降低,正膨胀性和各向异性的原因。利用与非线性耦合变形与流动耦合的控制方程等效的Gurtin变分原理,制定了包含损伤力学并耦合到流体流动的有限元代码;该现象学损伤模型的预测能力已通过一系列定性和定量比较得到证明以及在拉伸和压缩应力下各种岩石和混凝土的可用实验数据。此外,将有限损伤流体无限流动问题的一些数值预测结果与已发表的解析解进行了比较,并与线性多孔弹性方法对相同问题的结果进行了比较。提出的理论可以复制脆性土工材料力学行为的重要方面。特别是,可以很好地捕捉到在实验室中观察到的应变软化,正剪胀性,弹性模量降低以及对土工材料的围压效应。还表明,损伤的增长在将变形与孔隙压力扩散过程耦合的过程中对孔隙压力的扩散起了很大的作用。

著录项

  • 作者

    Cheng, Haibing.;

  • 作者单位

    University of Waterloo (Canada).;

  • 授予单位 University of Waterloo (Canada).;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 1995
  • 页码 209 p.
  • 总页数 209
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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