A nonlinear finite element formulation for shells of arbitrary geometry

DOI10.1016/S0045-7825(00)00358-3zbMath1022.74046WikidataQ127662336 ScholiaQ127662336MaRDI QIDQ5944630

Roberto Ricci Maccarini, Anna V. Saetta, Renato V. Vitaliani

Publication date: 30 October 2003

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

zbMATH Keywords

bucklinglarge displacementMindlin-Reissner approachnonlinear shell elementsstress-strain relationshiptotal Lagrangian approach

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25)

Related Items (1)

Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum

Cites Work

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• On a stress resultant geometrically exact shell model. I: Formulation and optimal parametrization
• On a stress resultant geometrically exact shell model. II: The linear theory; computational aspects
• On a stress resultant geometrically exact shell model. III: Computational aspects of the nonlinear theory
• Large Deflection of a Fluid-Filled Spherical Shell Under a Point Load

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