Weak form quadrature element analysis of Bickford beams

DOI10.1016/j.euromechsol.2010.03.012zbMath1481.74727OpenAlexW2031449683MaRDI QIDQ2034359

Yanyan Li

Publication date: 21 June 2021

Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.euromechsol.2010.03.012

zbMATH Keywords

shear deformationvibrationweak form quadrature element methodhigh-order analysisBickford beameigenbuckling

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Bifurcation and buckling (74G60) Numerical and other methods in solid mechanics (74S99)

Related Items (5)

Weak form quadrature element analysis of planar slender beams based on geometrically exact beam theory ⋮ Buckling analysis of shear deformable plates using the quadrature element method ⋮ A novel weak form quadrature element for gradient elastic beam theories ⋮ A Galerkin time quadrature element formulation for linear structural dynamics ⋮ The application of the geometric offset method to the rigid joint modeling in the differential quadrature element model updating of frame structures

Cites Work

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• A weak form quadrature element method for plane elasticity problems
• Static analysis of a Bickford beam by means of the DQEM
• Flexural vibration analysis of an eccentric annular Mindlin plate
• On Bickford's consistent higher order beam theory
• Static analysis of structures by the quadrature element method (QEM)
• Differential quadrature and longterm integration
• The Shear Coefficient in Timoshenko’s Beam Theory
• Shear correction factors in Timoshenko's beam theory for arbitrary shaped cross-sections

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