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Crack analysis using numerical manifold method with strain smoothing technique and corrected approximation for blending elements

机译:数值流形方法与应变平滑技术和混合元件校正近似的裂纹分析

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摘要

Although numerical manifold element (NMM) is particularly suitable for crack analysis, the accuracy of standard NMM on traditional triangular mesh is not good enough. On the one hand, the stiffness of NMM is overly stiff, leading to inferior results, similar to the linear triangular FEM models. On the other hand, blending elements induced issues have seldom been taken into account in the framework of NMM. In this paper, these two issues are separately addressed. For the first issue, the edge-based strain smoothing technique (originated from the ES-FEM, Liu et al., 2009) is tailored for crack analysis and incorporated to improve the accuracy of NMM (abbreviated as ES-NMM). In this way, the stiffness of NMM can be much softer and much more accurate results can be obtained without increasing the DOFs. To study the second issue, different kinds of enrichment schemes are considered, such as one-layer enrichment, two-layer enrichment and corrected enrichment (enlightened by corrected XFEM, Fries, 2008). A number of numerical examples are carried out to validate the effectiveness and accuracy of the present ES-NMM. It is found that, by taking advantages of ES-FEM, corrected XFEM and NMM, the corrected ES-NMM yields the most accurate results and thus is suggested.
机译:尽管数值流形元素(NMM)特别适合于裂纹分析,但是标准NMM在传统三角网格上的精度还不够好。一方面,NMM的刚度过高,导致结果较差,类似于线性三角形FEM模型。另一方面,在NMM框架中很少考虑到混合元素引起的问题。本文将分别解决这两个问题。对于第一个问题,量身定制了基于边缘的应变平滑技术(源自ES-FEM,Liu等人,2009年),用于裂缝分析,并结合使用以提高NMM的准确性(缩写为ES-NMM)。这样,NMM的刚度可以更柔和,并且可以在不增加自由度的情况下获得更准确的结果。为了研究第二个问题,考虑了不同种类的富集方案,例如一层富集,两层富集和校正后的浓缩(经校正的XFEM启发,Fries,2008年)。进行了许多数值示例,以验证本ES-NMM的有效性和准确性。发现通过利用ES-FEM,校正的XFEM和NMM的优势,校正的ES-NMM产生最准确的结果,因此被建议。

著录项

  • 来源
    《Engineering analysis with boundary elements》 |2020年第4期|402-415|共14页
  • 作者单位

    State Key Laboratory of Hydraulic Engineering Simulation and Safety School of Civil Engineering Tianjin University Tianjin 300072 China Department of Civil Engineering Monash University Clayton VIC 3800 Australia;

    State Key Laboratory of Hydraulic Engineering Simulation and Safety School of Civil Engineering Tianjin University Tianjin 300072 China;

    Key Laboratory of Geotechnical Mechanics and Engineering Ministry of Water Resources Yangtze River Scientific Research Institute Wuhan 430010 China;

  • 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

    Numerical manifold method; Edge-based strain smoothing; Blending elements; Stress intensity factor; Crack propagation;

    机译:数值流形方法;基于边缘的应变平滑;混合元素;应力强度因子;裂纹扩展;

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