Large deflection and post-buckling analysis of shell structures

DOI10.1016/0045-7825(82)90074-3zbMath0492.73039OpenAlexW1966657655MaRDI QIDQ1168110

S. Singh

Publication date: 1982

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7825(82)90074-3

zbMATH Keywords

Lagrangian descriptionlarge deformationnonlinear formulation9-node shell elementconstant-displacement-length methodfinite deformation constitutive equationsmodified or full Newton-Raphson procedurepost- buckling analysis

Mathematics Subject Classification ID

Newton-type methods (49M15) Nonlinear elasticity (74B20) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60) Membranes (74K15)

Related Items (8)

A stabilized hybrid-stress solid element for geometrically nonlinear homogeneous and laminated shell analyses ⋮ Large displacement analysis of thin plates and shells using a flat facet finite element formulation ⋮ Large-deflection analysis of shell structure by using corotational total Lagrangian formulation ⋮ A shear-flexible facet shell element for large deflection and instablitity analysis ⋮ Multiscale Buckling and Post-Buckling Analysis: a Comprehensive Review ⋮ GEOMETRICALLY NONLINEAR STABILITY ANALYSIS OF SHELLS USING GENERALIZED CONFORMING SHALLOW SHELL ELEMENT ⋮ On the mixed formulation of a 9-node Lagrange shell element ⋮ Instability analysis of thin plates and arbitrary shells using a faceted shell element with loof nodes

Uses Software

• NONSAP

Cites Work

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