Instability analysis of thin plates and arbitrary shells using a faceted shell element with loof nodes
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Publication:1075109
DOI10.1016/0045-7825(86)90010-1zbMath0591.73085OpenAlexW1982272608MaRDI QIDQ1075109
Publication date: 1986
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(86)90010-1
convergencenonlinearshell elementequilibrium equationstotal Lagrangian approachcharacteristicsformulation24-dof triangularconstant arc length solution algorithmextrapolation stiffness procedurefaceted representationflat elements
Finite element methods applied to problems in solid mechanics (74S05) Fracture and damage (74R99) Membranes (74K15)
Related Items (8)
Geometrically nonlinear analysis of shell structures using a flat triangular shell finite element ⋮ 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 ⋮ Unnamed Item ⋮ A simple nonlinear triangular plate element and strategies of computation for nonlinear analysis ⋮ A six-node prismatic solid finite element for geometric nonlinear problems in elasticity ⋮ Linear and geometrically nonlinear analysis of plates and shells by a new refined non-conforming triangular plate/shell element ⋮ Extension of unsymmetric finite elements US‐QUAD8 and US‐HEXA20 for geometric nonlinear analyses
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