Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/58669
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dc.titleRelationships between bending solutions of classical and shear deformation beam theories
dc.contributor.authorReddy, J.N.
dc.contributor.authorWang, C.M.
dc.contributor.authorLee, K.H.
dc.date.accessioned2014-06-17T05:17:04Z
dc.date.available2014-06-17T05:17:04Z
dc.date.issued1997-09
dc.identifier.citationReddy, J.N.,Wang, C.M.,Lee, K.H. (1997-09). Relationships between bending solutions of classical and shear deformation beam theories. International Journal of Solids and Structures 34 (26) : 3373-3384. ScholarBank@NUS Repository.
dc.identifier.issn00207683
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/58669
dc.description.abstractThe exact relationships between the deflections, slopes/rotations, shear forces and bending moments of a third-order beam theory, and those of the Euler-Bernoulli theory and the Timoshenko beam theory are developed. The relationships enable one to obtain the solutions of the third-order beam theory from any known Euler-Bernoulli or Timoshenko beam theory solutions of beams, for any set of boundary conditions and transverse loads. The relationships can also be used to develop finite element models of the Timoshenko and third-order beam theories, and determine numerical solutions from the finite element model of the Euler-Bernoulli beam theory. The finite element models are free of the shear locking that is found in the conventional shear deformable finite elements. © 1997 Elsevier Science Ltd.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentMECHANICAL & PRODUCTION ENGINEERING
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleInternational Journal of Solids and Structures
dc.description.volume34
dc.description.issue26
dc.description.page3373-3384
dc.identifier.isiutNOT_IN_WOS
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