An engineering theory for beam bending

DOI10.1007/BF00537197zbMath0627.73060OpenAlexW108029944MaRDI QIDQ3763683

Zenon Rychter

Publication date: 1988

Published in: Ingenieur-Archiv (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf00537197

zbMATH Keywords

cantilever beamTimoshenkorelative mean square errorReissner theoriesbeam bending theoryirregular end constraintspredict stressesregular end conditions

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Error bounds for boundary value problems involving PDEs (65N15)

Related Items

A family of shear-deformation beam theories and a refined Bernoulli-Euler theory

Cites Work

• On Bickford's consistent higher order beam theory
• Toward a new engineering theory of bending - Fundamentals
• Timoshenko Beam Theory Is Not Always More Accurate Than Elementary Beam Theory
• An Error Estimate for Solutions in Beam Theory
• The Shear Coefficient in Timoshenko’s Beam Theory
• An improved estimate for the error in the classical, linear theory of plate bending
• A bound on the error in Reissner’s theory of plates
• Approximations in elasticity based on the concept of function space
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