Semi-analytical finite elements in the higher-order theory of beams

DOI10.1016/0045-7825(95)00975-2zbMath0918.73122OpenAlexW2040963211MaRDI QIDQ1365598

Rimantas Kačianauskas, J. H. Argyris

Publication date: 20 October 1997

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(95)00975-2

zbMATH Keywords

equations of compatibilityEuler-Bernoulli and Timoshenko theoriesmodified Hellinger-Reissner functionalstatic and kinematic boundary conditionsthin-walled cross-section

Mathematics Subject Classification ID

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

Related Items (2)

Semi-analytical finite elements in the higher-order theory of beams ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999)

Cites Work

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• Semi-analytical finite elements in the higher-order theory of beams
• Buckling of multilayered composite plates by natural shear deformation matrix theory
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• A refined four-noded membrane element with rotational degrees of freedom
• Mixed finite element formulation of eccentrically stiffened cylindrical shells
• On the finite element analysis of the spatial response of curved beams with arbitrary thin-walled sections
• Buckling of thin-walled beams with open and generically variable section
• Free vibration of composite beams using a refined shear flexible beam element
• A Linear Theory for Pretwisted Elastic Beams

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