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A three-dimensional crack growth simulator with displacement discontinuity method

机译:位移不连续法的三维裂纹扩展模拟器

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摘要

This paper first outlines the theory of a well established three dimensional boundary element method: displacement discontinuity method (DDM) and proposes to use a crack growth criterion based on maximum normal or shear stress for a three dimensional crack growth simulator, FRACOD~(3D). Triangular elements are used in the simulator code. A numerical scheme is used to overcome a difficulty associated with the evaluation of the basic solution for DDM in some special situations and another numerical scheme is used to calculate the stresses on the boundary elements where the stresses obtained from the normal DDM scheme have large errors. The crack growth is implemented incrementally in that new front elements are introduced at the crack front; thus no need to re-mesh the old part of the cracks. The effects of neighbouring front elements are taken into account in implementation of the crack growth to overcome severer twisting of the new front elements generated from the growth. The numerical results from FRACOD~(3D) of two simple examples agree very well with analytical solutions, and propagation configuration of a circular disc crack in an infinite body under shear is close to that observed in an experiment in literature under similar loading condition.
机译:本文首先概述了一种完善的三维边界元方法的理论:位移不连续法(DDM),并提出了基于三维三维裂纹扩展模拟器FRACOD〜(3D)的基于最大法向或切应力的裂纹扩展准则。 。模拟器代码中使用了三角形元素。在某些特殊情况下,采用一种数值方案来克服与评估DDM基本解决方案相关的困难,而采用另一种数值方案来计算边界单元上的应力,而从常规DDM方案获得的应力具有较大的误差。裂纹扩展是通过在裂纹前沿引入新的前沿元素来实现的。因此,无需重新网格化裂缝的旧部分。在实施裂纹扩展时要考虑到相邻前部元素的影响,以克服由扩展产生的新前部元素的更严重扭曲。来自两个简单示例的FRACOD〜(3D)的数值结果与解析解非常吻合,并且无限载荷下圆盘裂纹在剪切状态下的扩展结构与文献中相似载荷条件下的实验结果相近。

著录项

  • 来源
    《Engineering analysis with boundary elements》 |2014年第11期|73-86|共14页
  • 作者单位

    CSIRO Earth Science and Resource Engineering, QCAT, 1 Technology Court, Pullenvale, QLD 4069, Australia;

    CSIRO Earth Science and Resource Engineering, QCAT, 1 Technology Court, Pullenvale, QLD 4069, Australia;

    Helmholtz/Centre Potsdam, GFZ German Research Centre for Geosciences, Potsdam, Germany;

    Aalto University, School of Engineering, Department of Civil and Environmental Engineering, Geoengineering, Espoo, Finland;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Displacement discontinuity method; Crack growth; Maximum stress criteria;

    机译:位移不连续法;裂纹增长;最大压力标准;

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