Geometrically non-linear formulation for the three dimensional solid-shell transition finite elements

DOI10.1016/0045-7949(82)90007-4zbMath0489.73085OpenAlexW2070951054MaRDI QIDQ3951692

Karan S. Surana

Publication date: 1982

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(82)90007-4

zbMATH Keywords

total Lagrangian approachlarge rotationsgeometrically nonlinear formulationthree dimensional stress analysistwo successive load incrementsselection of different stress and strain components at integration points do not effect overall linear responsesolid- shell transition finite elements

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Membranes (74K15)

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