A shear-flexible facet shell element for large deflection and instablitity analysis

DOI10.1016/0045-7825(91)90251-ZzbMath0850.73167MaRDI QIDQ1191973

Atila Barut, Suha Oral

Publication date: 27 September 1992

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

Mathematics Subject Classification ID

Stability of dynamical problems in solid mechanics (74H55) Membranes (74K15)

Related Items (5)

Geometrically nonlinear analysis of shell structures using a flat triangular shell finite element ⋮ Finite element analysis of smooth, folded and multi-shell structures ⋮ Unnamed Item ⋮ Linear and geometrically nonlinear analysis of plates and shells by a new refined non-conforming triangular plate/shell element ⋮ A four-node, shear-deformable shell element developed via explicit Kirchhoff constraints

Cites Work

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• A compatible triangular element including vertex rotations for plane elasticity analysis
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• A new 48 d.o.f. quadrilateral shell element with variable-order polynomial and rational B-spline geometries with rigid body modes
• Nonlinear analysis of general shell structures by flat triangular shell element
• Postbuckling behaviour of plates and shells using a mindlin shallow shell formulation
• A simple and effective element for analysis of general shell structures
• Finite element formulations for large deformation dynamic analysis
• Displacement incrementation in non‐linear structural analysis by the self‐correcting method
• Geometrically nonlinear formulation for the curved shell elements
• A simple triangular facet shell element with applications to linear and non-linear equilibrium and elastic stability problems

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