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Analysis of 3D problems using a new enhanced strain hexahedral element

  • Published:2003-09-24 Issue:11 Volume:58 Page:1637-1682
  • ISSN:0029-5981
  • Container-title:International Journal for Numerical Methods in Engineering
  • language:en
  • Short-container-title:Int. J. Numer. Meth. Engng.

Author:

Areias P. M. A.,César de Sá J. M. A.,António C. A. Conceição,Fernandes A. A.

Funder

Ministério de Cif̂ncia e da Tecnologia, FCT

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Reference86 articles.

1. Hybrid hexahedral element for solids, plates, shells and beams by selective scaling;Sze;International Journal for Numerical Methods in Engineering,1993

2. Three-dimensional extension of non-linear shell formulation based on the enhanced assumed strain concept;Buechter;International Journal for Numerical Methods in Engineering,1994

3. Stability analysis using a geometrically nonlinear assumed strain solid shell element model;Cho;Finite Elements in Analysis and Design,1998

4. A systematic development of solid-shell element formulations for linear and non-linear analyses employing only displacement degrees of freedom;Hauptmann;International Journal for Numerical Methods in Engineering,1998

5. A new shell element accounting for through-thickness deformation;El-Abbasi;Computer Methods in Applied Mechanics and Engineering,2000

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