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Numerical modeling of elastic materials with inclusions, holes, and cracks.

机译:具有夹杂物,孔洞和裂缝的弹性材料的数值模型。

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摘要

This dissertation introduces an efficient numerical technique for modeling micro- and macroscopic behavior of materials containing numerous cracks and randomly distributed circular holes and elastic inclusions. The focus is on the accuracy and efficiency of the numerical method and the possibility of solving problems with large numbers of unknowns. The computer model is based on a numerical solution of a complex hypersingular boundary integral equation in which the boundary parameters are expressed in terms of series expansions of orthogonal functions. All integrations are performed analytically, and the resulting system of algebraic equations is solved iteratively for the unknown coefficients in the series expansions. For a given number of degrees of freedom the method has been shown to be much more efficient, accurate, and numerically stable than standard boundary element techniques based on pointwise collocation.; In addition to the above features, two other important contributions have been made in this dissertation: (1) A combination of an embedding method with a least squares analysis is introduced to adapt the analysis procedure to handle finite bodies with general convex external boundaries. This development has opened the door to a host of improvements on conventional numerical approaches that require domain or boundary discretizations. (2) A fast and accurate algorithm is constructed by combining the boundary integral method with multipole expansions. This algorithm is of linear complexity, which makes it feasible to solve large-scale practical problems (e.g. with one million degrees of freedom) on a personal computer.; One immediate application of this work is determination of the effective properties of nonhomogeneous materials. It is also of interest for the evaluation of stress concentration factors and identification of areas of possible material failure. These capabilities are particularly useful for evaluation, design, and fracture control of brittle materials such as rock, concrete, micro-porous materials, and fiber-reinforced composites, which are widely used in engineering practice.
机译:本文介绍了一种有效的数值技术,可以对包含大量裂纹,随机分布的圆孔和弹性夹杂物的材料的微观和宏观行为进行建模。重点是数值方法的准确性和效率,以及解决大量未知问题的可能性。该计算机模型基于复杂的超奇异边界积分方程的数值解,其中边界参数以正交函数的级数展开表示。所有积分都以分析方式执行,并且针对级数展开中的未知系数,迭代求解所得的代数方程组。对于给定的自由度数,该方法已被证明比基于逐点配置的标准边界元技术更有效,更准确且在数值上更稳定。除上述特征外,本文还做出了另外两个重要贡献:(1)引入嵌入方法与最小二乘分析相结合,以使分析程序适用于具有一般凸外边界的有限体。这一发展为需要域或边界离散化的常规数值方法的大量改进打开了大门。 (2)结合边界积分法和多极子展开法构造了一种快速,准确的算法。该算法具有线性复杂性,这使得在个人计算机上解决大规模的实际问题(例如具有一百万个自由度)变得可行。这项工作的直接应用是确定非均质材料的有效性能。对于应力集中因子的评估和可能的材料失效区域的识别,它也很有意义。这些功能对于脆性材料(例如岩石,混凝土,微孔材料和纤维增强复合材料)的评估,设计和断裂控制特别有用,这些材料在工程实践中得到了广泛使用。

著录项

  • 作者

    Wang, Jianlin.;

  • 作者单位

    University of Minnesota.;

  • 授予单位 University of Minnesota.;
  • 学科 Engineering Civil.; Applied Mechanics.
  • 学位 Ph.D.
  • 年度 2004
  • 页码 216 p.
  • 总页数 216
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;应用力学;
  • 关键词

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