A total Lagrangian formulation for the geometrically nonlinear analysis of structures using finite elements. Part II: Arches, frames and axisymmetric shells

DOI10.1002/nme.1620230209zbMath0585.73133OpenAlexW2012417393WikidataQ59487048 ScholiaQ59487048MaRDI QIDQ3710091

Eugenio Oñate, Javier Oliver

Publication date: 1986

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.1620230209

zbMATH Keywords

framestotal Lagrangian approacharchesaxisymmetric shellsinterpolation parametersgeometrically nonlinear finite element formulationlarge displacement-large rotationsShear deformation effects

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Membranes (74K15)

Related Items (5)

Large deformation of hyperelastic modified Timoshenko-Ehrenfest beams under different types of loads ⋮ POST-BUCKLING ANALYSIS WITH FRICTIONAL CONTACTS COMBINING COMPLEMENTARITY RELATIONS AND AN ARC-LENGTH METHOD ⋮ A nodal integration axisymmetric thin shell model using linear interpolation ⋮ Passing of instability points by applying a stabilized Newton-Raphson scheme to a finite element formulation: Comparison to arc-length method ⋮ Postbuckling analysis stabilized by penalty springs and intermediate corrections. Generalization of Wright's scheme from 1968

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