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Dynamic Crack Analysis by Hypersingular and Non-Hypersingular Time-Domain BEM

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IUTAM/IACM/IABEM Symposium on Advanced Mathematical and Computational Mechanics Aspects of the Boundary Element Method

Abstract

Abstract Transient elastodynamic crack analysis by time-domain boundary element method (BEM) is presented. Time-dependent traction boundary integral equations (BIEs) are used for this purpose. Both the hypersingular and the non-hypersingular formulations are dealt with. The time-domain traction BIEs are solved numerically by a time-stepping scheme. The efficiency and the accuracy of the time-domain BEM for transient elastodynamic crack analysis are demonstrated by a numerical example. Advantages and drawbacks of the hypersingular and the non-hypersingular BEM formulations are compared and discussed.

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Author information

Authors and Affiliations

  1. Department of Civil Engineering, Hochschule Zittau/Görlitz, University of Applied Sciences, D-02763, Zittau, Germany

    Ch. Zhang

  2. Department of Civil Engineering, TU Darmstadt, D-64289, Darmstadt, Germany

    A. Savaidis

Authors
  1. Ch. Zhang
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  2. A. Savaidis
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Editor information

Editors and Affiliations

  1. Department for Strength of Materials and Computational Mechanics, Silesian University of Technology, Gliwice, Poland

    Tadeusz Burczynski

  2. Institute of Computer Modelling, Cracow University of Technology, Cracow, Poland

    Tadeusz Burczynski

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© 2001 Springer Science+Business Media Dordrecht

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Zhang, C., Savaidis, A. (2001). Dynamic Crack Analysis by Hypersingular and Non-Hypersingular Time-Domain BEM. In: Burczynski, T. (eds) IUTAM/IACM/IABEM Symposium on Advanced Mathematical and Computational Mechanics Aspects of the Boundary Element Method. Springer, Dordrecht. https://doi.org/10.1007/978-94-015-9793-7_35

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  • DOI: https://doi.org/10.1007/978-94-015-9793-7_35

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-90-481-5737-2

  • Online ISBN: 978-94-015-9793-7

  • eBook Packages: Springer Book Archive

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