Horizontally curved isoparametric beam element with or without elastic foundation including effect of shear deformation

DOI10.1016/0045-7949(88)90322-7zbMath0667.73059OpenAlexW2061054204MaRDI QIDQ3820150

Dipak L. Sengupta, Suman Dasgupta

Publication date: 1988

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(88)90322-7

zbMATH Keywords

natural coordinatestorsional loadingWinkler-type elastic foundationhorizontally curved three-noded isoparametric beam elementparabolic shape functionstwo point Gaussian quadrature rule

Mathematics Subject Classification ID

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

Related Items (5)

Static and free vibration analysis of straight and circular beams on elastic foundation ⋮ Hamiltonian structural analysis of curved beams with or without generalized two-parameter foundation ⋮ DQEM analysis of out-of-plane deflection of non-prismatic curved beam structures considering the effect of shear deformation ⋮ Forced vibration of curved beams on two-parameter elastic foundation ⋮ POSTBUCKLING BEHAVIOR OF BEAMS ON TWO-PARAMETER ELASTIC FOUNDATION

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