Nonlinear finite element analysis of shell structures using the semi-loof element
From MaRDI portal
Publication:3890232
DOI10.1016/0045-7949(80)90102-9zbMath0445.73063OpenAlexW2091916955MaRDI QIDQ3890232
L. P. R. Lyons, P. J. Dowling, H. Javaherian
Publication date: 1980
Published in: Computers & Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0045-7949(80)90102-9
principle of virtual displacementsthin shellstotal Lagrangian formulationnonlinear equilibrium equationsplastic deformationsNewton-Raphson's methodinclude large deflectionsiso-parametric semi-loof element
Lua error in Module:PublicationMSCList at line 37: attempt to index local 'msc_result' (a nil value).
Related Items (5)
Large deflection and post-buckling analysis of shell structures ⋮ A formulation and solution procedure for postbuckling of thin-walled structures ⋮ The analysis of elastic-plastic plates: A quadratic programming problem and its solution by finite elements ⋮ Finite deformation formulation of a shell element for problems of sheet metal forming ⋮ Instability analysis of thin plates and arbitrary shells using a faceted shell element with loof nodes
This page was built for publication: Nonlinear finite element analysis of shell structures using the semi-loof element