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Article
Isogeometric shell analysis: The Reissner–Mindlin shell
Computer Methods in Applied Mechanics and Engineering (2010)
  • D. J. Benson, University of California, San Diego
  • Y. Bazilevs, University of California, San Diego
  • Ming-Chen Hsu, University of California, San Diego
  • T.J.R. Hughes, University of Texas at Austin
Abstract

A Reissner–Mindlin shell formulation based on a degenerated solid is implemented for NURBS-based isogeometric analysis. The performance of the approach is examined on a set of linear elastic and nonlinear elasto-plastic benchmark examples. The analyses were performed with LS-DYNA, an industrial, general-purpose finite element code, for which a user-defined shell element capability was implemented. This new feature, to be reported on in subsequent work, allows for the use of NURBS and other non-standard discretizations in a sophisticated nonlinear analysis framework.

Keywords
  • Isogeometric analysis,
  • NURBS,
  • Shells,
  • User-defined elements
Publication Date
January 1, 2010
Publisher Statement
NOTICE: this is the author’s version of a work that was accepted for publication in Computer Methods in Applied Mechanics and Engineering. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Computer Methods in Applied Mechanics and Engineering, 199, 5-8, (2010) DOI: 10.1016/j.cma.2009.05.011.
Citation Information
D. J. Benson, Y. Bazilevs, Ming-Chen Hsu and T.J.R. Hughes. "Isogeometric shell analysis: The Reissner–Mindlin shell" Computer Methods in Applied Mechanics and Engineering Vol. 199 Iss. 5-8 (2010)
Available at: http://works.bepress.com/ming-chen_hsu/16/