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首页> 外文期刊>Computer Methods in Applied Mechanics and Engineering >Discontinuities without discontinuity: The Weakly-enforced Slip Method
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Discontinuities without discontinuity: The Weakly-enforced Slip Method

机译:不间断而不间断:弱强制滑移法

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摘要

Tectonic faults are commonly modelled as Volterra or Somigliana dislocations in an elastic medium. Various solution methods exist for this problem. However, the methods used in practice are often limiting, motivated by reasons of computational efficiency rather than geophysical accuracy. A typical geophysical application involves inverse problems for which many different fault configurations need to be examined, each adding to the computational load. In practice, this precludes conventional finite-element methods, which suffer a large computational overhead on account of geometric changes. This paper presents a new non-conforming finite-element method based on weak imposition of the displacement discontinuity. The weak imposition of the discontinuity enables the application of approximation spaces that are independent of the dislocation geometry, thus enabling optimal reuse of computational components. Such reuse of computational components renders finite-element modeling a viable option for inverse problems in geophysical applications. A detailed analysis of the approximation properties of the new formulation is provided. The analysis is supported by numerical experiments in 2D and 3D.
机译:构造断层通常以弹性介质中的Volterra或Somigliana位错为模型。存在用于该问题的各种解决方法。然而,实际上,由于计算效率而非地球物理精度的原因,所使用的方法通常是限制性的。一个典型的地球物理应用涉及反问题,需要检查许多不同的断层构造,每个构造都会增加计算量。实际上,这排除了传统的有限元方法,该方法由于几何变化而承受大量的计算开销。本文提出了一种基于位移不连续性弱施加的新的非协调有限元方法。不连续性的弱施加使应用独立于位错几何形状的近似空间成为可能,从而实现了计算组件的最佳重用。计算组件的这种重用使得有限元建模成为地球物理应用中反问题的可行选择。提供了新配方的近似特性的详细分析。该分析得到2D和3D数值实验的支持。

著录项

  • 来源
  • 作者单位

    Eindhoven University of Technology, Department of Mechanical Engineering, P.O. Box 513, 5600 MB Eindhoven, The Netherlands,Delft University of Technology, Department of Mechanical, Maritime and Materials Engineering, P.O. Box 5058, 2600 GB Delft, The Netherlands;

    Eindhoven University of Technology, Department of Mechanical Engineering, P.O. Box 513, 5600 MB Eindhoven, The Netherlands,Eindhoven University of Technology, Department of Mathematics & Computer Science, P.O. Box 513, 5600 MB Eindhoven, The Netherlands;

    Eindhoven University of Technology, Department of Mechanical Engineering, P.O. Box 513, 5600 MB Eindhoven, The Netherlands,University of Nottingham, School of Mathematical Sciences, University Park, Nottingham NG7 2RD, UK;

    Delft University of Technology, Department of Mechanical, Maritime and Materials Engineering, P.O. Box 5058, 2600 GB Delft, The Netherlands;

    Delft University of Technology, Department of Civil Engineering and Geosciences, P.O. Box 5048, 2600 GA Delft, The Netherlands;

  • 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

    Volterra dislocation; Finite element method; Weak imposition; Linear elasticity; Tectonophysics;

    机译:沃尔泰拉脱位;有限元法;强加于人;线弹性;构造物理;

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