Statical analysis of elastically and continuously supported helicoidal structures by the transfer and stiffness matrix methods

DOI10.1016/0045-7949(93)90070-TzbMath0798.73057MaRDI QIDQ4293361

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Publication date: 26 May 1994

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

zbMATH Keywords

transfer matrix methodTimoshenko beam theoryFortran-77system of twelve first- order differential equations

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Thin bodies, structures (74K99)

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 ⋮ An improved isogeometric collocation formulation for spatial multi-patch shear-deformable beams with arbitrary initial curvature ⋮ Forced vibration of curved beams on two-parameter elastic foundation ⋮ Finite element method for the stress analysis of isotropic cylindrical helical spring

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