Four‐node semi‐EAS element in six‐field nonlinear theory of shells
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Publication:5435378
DOI10.1002/nme.1740zbMath1157.74037OpenAlexW2130865134MaRDI QIDQ5435378
Jacek Chróścielewski, Wojciech Witkowski
Publication date: 14 January 2008
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.1740
Related Items (14)
Generalization of the \(C^1\) TUBA plate finite elements to the geometrically exact Kirchhoff-Love shell model ⋮ A weak form quadrature element formulation of geometrically exact shells incorporating drilling degrees of freedom ⋮ A four-node corotational quadrilateral elastoplastic shell element using vectorial rotational variables ⋮ Geometrically nonlinear FEM analysis of 6‐parameter resultant shell theory based on 2‐D Cosserat constitutive model ⋮ On shear correction factors in the nonlinear theory of elastic shells ⋮ 2D Theory of Shell-like Tensegrity Structures ⋮ FEM analysis of Cosserat plates and shells based on some constitutive relations ⋮ Elastoplastic law of Cosserat type in shell theory with drilling rotation ⋮ Application of 6-DOFs meshfree modeling to linear buckling analysis of stiffened plates with curvilinear surfaces ⋮ Geometrically exact shell theory from a hierarchical perspective ⋮ 4-node combined shell element with semi-EAS-ANS strain interpolations in 6-parameter shell theories with drilling degrees of freedom ⋮ A finite-strain solid-shell using local Löwdin frames and least-squares strains ⋮ Meshless implementation of the geometrically exact Kirchhoff–Love shell theory ⋮ A semi-implicit finite strain shell algorithm using in-plane strains based on least-squares
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