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Finite element method evaluation of thermomechanical responses of fluid-saturated porous media under finite deformation.

机译:有限变形下流体饱和多孔介质热力学响应的有限元评估。

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摘要

The coupled thermomechanical responses of fully fluid-saturated porous continua are examined with particular emphasis on nonlinear phenomena resulting from finite deformation and nonlinear constitutive properties. A set of field equations governing the three-dimensional transient response of fluid-saturated porous continua are derived from a continuum thermodynamics mixture theory based on mass balance, momentum balance, and energy balance laws as well as the Clausius-Duhem inequality.; Numerical procedures for the two-dimensional response, employing updated Lagrangian formulations for the solid skeleton deformation and the weak formulations for fluid thermal transport equations, are implemented in a fully-implicit form. Temperature dependent mechanical properties along with finite deformation of the homogeneous thermo-viscoplastic solid matrix are assumed. A two-dimensional finite element model with a four node quadrilateral element is developed. An iterative scheme based on the full Newton-Raphson method is used for simultaneously solving the nonlinear equations. Perzyna's viscoplastic model is adopted in an incremental form for describing the viscoplastic behavior of geological materials. A material constitutive relationship between the Jaumann stress rate and the rate of deformation tensor is adopted to obtain the current stresses.; Several simple examples are investigated for model validation, constitutive model sensitivity evaluation and finite deformation response of the solid skeleton under thermomechanical loading. The responses obtained from the developed solution algorithm are compared with the results reported by other investigators. Good agreement for the benchmark cases is obtained. Subsequently, more complex finite deformation problems with applications to nuclear waste isolation are investigated. To simulate the heat source resulting from the radioactive nuclear waste, time-dependent temperature boundary conditions are used. The presented field applications illustrate the feasibility of the developed finite element model simulation in predicting the long term temperature, pore pressure, displacement and stress responses of the fluid-saturated porous media subjected to thermomechanical loading. The presented formulations and numerical procedures are also applicable to problems related to the structural response evaluations associated with various porous materials, including ceramics, composites and polymers.
机译:研究了完全流体饱和的多孔连续体的耦合热力学响应,特别强调了由有限变形和非线性本构性质引起的非线性现象。基于质量平衡,动量平衡和能量平衡定律以及克劳修斯-杜海姆不等式的连续热力学混合理论推导了一组控制流体饱和多孔连续体三维瞬态响应的场方程。二维响应的数值程序采用完全隐式形式,采用更新的拉格朗日公式进行固体骨架变形,而采用弱公式进行流体热传递方程式。假设温度相关的机械性能以及均质热粘塑性固体基质的有限变形。建立了具有四节点四边形单元的二维有限元模型。基于完全牛顿-拉夫森法的迭代方案用于同时求解非线性方程。 Perzyna的粘塑性模型以增量形式采用,用于描述地质材料的粘塑性行为。采用Jaumann应力率与形变张量率之间的材料本构关系来获得当前应力。研究了几个简单的例子,用于模型验证,本构模型敏感性评估和热力学载荷下固体骨架的有限变形响应。从开发的解决方案算法获得的响应与其他调查人员报告的结果进行比较。对于基准案例已达成良好协议。随后,研究了更复杂的有限变形问题及其在核废料隔离中的应用。为了模拟放射性核废料产生的热源,使用了随时间变化的温度边界条件。提出的现场应用说明了开发的有限元模型仿真在预测承受热机械载荷的流体饱和多孔介质的长期温度,孔隙压力,位移和应力响应方面的可行性。提出的配方和数值程序也适用于与各种多孔材料(包括陶瓷,复合材料和聚合物)相关的结构响应评估相关的问题。

著录项

  • 作者

    Kim, Chun-Sam.;

  • 作者单位

    The Ohio State University.;

  • 授予单位 The Ohio State University.;
  • 学科 Applied Mechanics.; Engineering Metallurgy.; Geotechnology.
  • 学位 Ph.D.
  • 年度 1991
  • 页码 200 p.
  • 总页数 200
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 应用力学;冶金工业;地质学;
  • 关键词

  • 入库时间 2022-08-17 11:50:24

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