An assumed strain triangular curved solid shell element formulation for analysis of plates and shells undergoing finite rotations
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Publication:2763358
DOI10.1002/nme.234zbMath1116.74429OpenAlexW2006706100MaRDI QIDQ2763358
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Publication date: 14 January 2002
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.234
geometrically nonlinear analysiscurved elementfinite rotationassumed strain formulationbubble function displacementtriangular solid shell element
Related Items (5)
Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum ⋮ Phenomenological invariants and their application to geometrically nonlinear formulation of triangular finite elements of shear deformable shells ⋮ An improved assumed strain solid-shell element formulation with physical stabilization for geometric non-linear applications and elastic-plastic stability analysis ⋮ An alternative positional FEM formulation for geometrically nonlinear analysis of shells: Curved triangular isoparametric elements ⋮ Geometrically Exact Nonlinear Extended-Reissner/Mindlin Shells: Fundamentals, Finite Element Formulation, Elasticity
Uses Software
Cites Work
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