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International Conference on Computational Science and Its Applications

ICCSA 2005: Computational Science and Its Applications – ICCSA 2005 pp 1055–1064Cite as

Element-Size Independent Analysis of Elasto-Plastic Damage Behaviors of Framed Structures

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Part of the book series: Lecture Notes in Computer Science ((LNTCS,volume 3483))

Abstract

The adaptively shifted integration (ASI) technique and continuum damage mechanics are applied to the nonlinear finite element analysis of framed structures modeled by linear Timoshenko beam elements. A new form of evolution equation of damage, which is a function of plastic relative rotational angles, is introduced in order to remove the mesh-dependence caused by the strain-dependence of damage. The elasto-plastic damage behavior of framed structures including yielding, damage initiation and growth can be accurately and efficiently predicted by the combination of the ASI technique and the new damage evolution equation. Some numerical studies are carried out in order to show the validity, especially the mesh-independence of the proposed computational method.

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Author information

Authors and Affiliations

  1. Institute of Industrial Science, University of Tokyo, Komaba 4-6-1, Meguro-ku, Tokyo, 153-8505, Japan

    Yutaka Toi & Jeoung-Gwen Lee

Authors
  1. Yutaka Toi
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  2. Jeoung-Gwen Lee
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Editor information

Editors and Affiliations

  1. Department of Mathematics and Computer Science, University of Perugia, via Vanvitelli, 1, I-06123, Perugia, Italy

    Osvaldo Gervasi

  2. Department of Computer Science, University of Calgary, 2500 University Drive N.W., T2N 1N4, Calgary, AB, Canada

    Marina L. Gavrilova

  3. William Norris Professor, Head of the Computer Science and Engineering Department, University of Minnesota, USA

    Vipin Kumar

  4. Department of Chemistry, University of Perugia, Via Elce di Sotto, 8, I-06123, Perugia, Italy

    Antonio Laganá

  5. Institute of High Performance Computing, IHCP, 1 Science Park Road, 01-01 The Capricorn, Singapore Science Park II, 117528, Singapore

    Heow Pueh Lee

  6. School of Computing, Soongsil University, Seoul, Korea

    Youngsong Mun

  7. Clayton School of IT, Monash University, 3800, Clayton, Australia

    David Taniar

  8. OptimaNumerics Ltd, Belfast, United Kingdom

    Chih Jeng Kenneth Tan

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© 2005 Springer-Verlag Berlin Heidelberg

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Toi, Y., Lee, JG. (2005). Element-Size Independent Analysis of Elasto-Plastic Damage Behaviors of Framed Structures. In: Gervasi, O., et al. Computational Science and Its Applications – ICCSA 2005. ICCSA 2005. Lecture Notes in Computer Science, vol 3483. Springer, Berlin, Heidelberg. https://doi.org/10.1007/11424925_110

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  • DOI: https://doi.org/10.1007/11424925_110

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-540-25863-6

  • Online ISBN: 978-3-540-32309-9

  • eBook Packages: Computer ScienceComputer Science (R0)

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