Shear deformation effect in second-order analysis of frames subjected to variable axial loading

DOI10.1007/S00466-007-0200-ZzbMath1162.74390OpenAlexW2037560132MaRDI QIDQ1021092

V. G. Mokos, Evangelos J. Sapountzakis

Publication date: 8 June 2009

Published in: Computational Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00466-007-0200-z

zbMATH Keywords

beamboundary element methodnonlinear analysistransverse shear stressessecond-order analysisshear centershear deformation coefficientsdirect stiffness method

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Boundary element methods applied to problems in solid mechanics (74S15)

Related Items (3)

Lateral buckling of beams with shear deformations - A hyperelastic formulation ⋮ Shear deformation effect in plates stiffened by parallel beams ⋮ Shear deformation effect in the dynamic analysis of plates stiffened by parallel beams

Cites Work

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• On the shear deformation coefficient in beam theory
• Large deflection analysis of beams with variable stiffness
• Second-order inelastic dynamic analysis of 3-D steel frames
• A BEM solution to transverse shear loading of beams
• Shear Coefficients for Timoshenko Beam Theory
• Timoshenko’s Shear Coefficient From a Beam Subjected to Gravity Loading
• The analog equation method: A boundary-only integral equation method for nonlinear static and dynamic problems in general bodies
• The Shear Coefficient in Timoshenko’s Beam Theory

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