On avoiding spurious mesh sensitivity in dynamic finite element analysis of plastic strain localization

Authors

  • Fekri Mefta L.M. T-Cachan, E.N.S de Cachan I C.N.R.S I Universite P. et M. Curie 61, Avenue du President Wilson, F-94235 Cachan
  • Jean Marie Reynouard URGC-Structures, lnstitut National des Sciences Appliquees de Lyon 20, Avenue Albert Einstein, F-69621 Villeurbanne

Keywords:

strain localization, dynamic Iodin g, mesh sesitivity, finite element

Abstract

Failure analysis poses a some challenging problems when the degradation of the continuum into a discontinuum is to be captured. Indeed, the physics of progressive failure and its description in terms of continuum damage mechanics or strain softening plasticity raise a number of fundamental issues. The mathematical formulation of physically unstable phenomena leads to ill posed initial boundary problems. Therefore, the concomitant computational solution strategy is inherently sensitive to incipient failure and is then insufficiently robust to survive loss of stability, uniqueness and hyperbolicity. This paper will focus on the use of gradient plasticity theory as a localization limiter incorporated in beams theories to describe Mode-l failure analyses. The approach will be assessed and illustrated with model examples.

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Published

1999-03-20

How to Cite

Mefta, F. ., & Reynouard, J. M. . (1999). On avoiding spurious mesh sensitivity in dynamic finite element analysis of plastic strain localization. European Journal of Computational Mechanics, 8(3), 299–325. Retrieved from https://journals.riverpublishers.com/index.php/EJCM/article/view/3015

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Original Article