A finite element model for thick beams

DOI10.1016/0045-7825(81)90034-7zbMath0462.73046OpenAlexW2073418262MaRDI QIDQ1152977

Alan I. Soler, David A. Barrett

Publication date: 1981

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(81)90034-7

zbMATH Keywords

stressesdisplacementsReissner's principledeep beam divided into rectangular stripsLegendre polynomial series

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Series expansions (e.g., Taylor, Lidstone series, but not Fourier series) (41A58) Variational principles of physics (49S05)

Related Items (1)

Finite element analysis of two-dimensional shear flexible frame structures: Linear analysis

Cites Work

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• Higher order effects in thick rectangular elastic beams
• Approximate theory for locally loaded plane orthotropic beams
• A simple and efficient finite element for plate bending
• Timoshenko Beam Theory Is Not Always More Accurate Than Elementary Beam Theory
• A High-Order Theory of Plate Deformation—Part 1: Homogeneous Plates
• A High-Order Theory of Plate Deformation—Part 2: Laminated Plates
• Higher-Order Theories for Structural Analysis Using Legendre Polynomial Expansions
• Approximate solution of the finite cylinder problem using Legendre polynomials
• Improved numerical integration of thick shell finite elements
• Reduced integration technique in general analysis of plates and shells

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