A Triangular Finite Element for the Geometrically Nonlinear Analysis of Composite Shells

Erez Gal, R. Levy

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

This paper is devoted to the development of a new geometrically nonlinear finite element for composite-material shell structures. Nonlinear analysis of composite-material shell structures using the finite element method and the search for a satisfactory finite element for shell structural nonlinear analysis has been active for decades. One main approach for formulating shell finite elements is to enhance a linear shell element to perform nonlinear analysis by adding an appropriate geometric stiffness matrix and implementing a full Newton-Raphson procedure to the linear analysis computer program (Argyris et al. [1], Mohan and Kapania [2]). The presented finite element is, in a broad view, a part of this approach.
Original languageAmerican English
Title of host publicationProceedings of the Ninth International Conference on Civil and Structural Engineering Computing
EditorsB.H.V. Topping
DOIs
StatePublished - 23 Jun 2021

Keywords

  • Composite shells
  • Geometric stiffness matrix
  • Lamina
  • Large rotation
  • Nonlinear analysis
  • snap through

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