Assumed-strain solid–shell formulation for the six-node finite element SHB6: evaluation on non-linear benchmark problems-Reference-Cited by-同舟云学术

Assumed-strain solid–shell formulation for the six-node finite element SHB6: evaluation on non-linear benchmark problems

Published:2012-04 Issue:1-2 Volume:21 Page:52-71
ISSN:1779-7179
Container-title:European Journal of Computational Mechanics
language:en
Short-container-title:European Journal of Computational Mechanics

Author:

Abed-Meraim Farid¹,Trinh Vuong-Dieu¹,Combescure Alain²

Affiliation:

1. a Laboratoire d’Études des Microstructures et de Mécanique des Matériaux, Arts et Métiers ParisTech , UMR CNRS 7239, 4 rue Augustin Fresnel, F-57078 , Metz , France

2. b Laboratoire de Mécanique des Contacts et des Solides, INSA de Lyon , UMR CNRS 5514, 18-20 rue des Sciences, F-69621 , Villeurbanne , France

Publisher

River Publishers

Subject

Mechanical Engineering,Mechanics of Materials,Modeling and Simulation

Link

https://www.tandfonline.com/doi/pdf/10.1080/17797179.2012.702430

Reference26 articles.

1. SHB8PS––a new adaptative, assumed-strain continuum mechanics shell element for impact analysis

2. An improved assumed strain solid-shell element formulation with physical stabilization for geometric non-linear applications and elastic-plastic stability analysis

3. Assumed strain stabilization of the eight node hexahedral element

4. Buckling of Bars, Plates, and Shells

5. A continuum mechanics based four‐node shell element for general non‐linear analysis

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