Modelisation de structures composites par elements finis de coque degeneres

Authors

  • Pascal Geoffroy ON.ERA. -lnstitut de Mecanique des Fluides de Lille 5, Boulevard Paul Pain/eve 59045 Lil/e Cedex- France
  • Raoul Girard ON.ERA. 29, Avenue de Ia Division Ieclerc BP 72, 92322 Chdti/lon Cedex- France

Keywords:

Finite element, shells, modelisation, composite materials, buckling, critical loads, vibration tests

Abstract

Due to the increased use of composite materials in industrial applications, reliable and efficient finite element methods are needed for the analysis and design of composite structures. This paper deals with the extension of the formulation of the three-D degenerated shell element based on the Mindlin theory for the analysis of static, linear buckling and free vibrations problems of composite and sandwich structures. The shell element has 5 nodes and 40 degrees of freedom. Numerical results obtained for benchmark and real tests are presented and compared showing the validity of the present shell element.

 

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Published

1993-03-30

How to Cite

Geoffroy, P. ., & Girard, R. . (1993). Modelisation de structures composites par elements finis de coque degeneres. European Journal of Computational Mechanics, 2(3), 357–376. Retrieved from https://journals.riverpublishers.com/index.php/EJCM/article/view/3659

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Original Article