Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/66151
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dc.titleShear deformable bending solutions for nonuniform beams and plates with elastic end restraints from classical solutions
dc.contributor.authorWang, C.M.
dc.contributor.authorChen, C.C.
dc.contributor.authorKitipornchai, S.
dc.date.accessioned2014-06-17T08:24:51Z
dc.date.available2014-06-17T08:24:51Z
dc.date.issued1998-05
dc.identifier.citationWang, C.M.,Chen, C.C.,Kitipornchai, S. (1998-05). Shear deformable bending solutions for nonuniform beams and plates with elastic end restraints from classical solutions. Archive of Applied Mechanics 68 (5) : 323-333. ScholarBank@NUS Repository.
dc.identifier.issn09391533
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66151
dc.description.abstractThe relationships of bending solutions between Timoshenko beams and Euler-Bernoulli beams are derived for uniform and non-uniform beams with elastic rotationally restrained ends. Extensions of these relationships for the cylindrical bending of Mindlin and Kirchhoff plates and for the bending of symmetrically laminated beams are also discussed. The new set of general relationships is useful because the more complex Timoshenko beam and Mindlin plate solutions may be readily obtained from their simpler Euler-Bernoulli beam and Kirchhoff plate solutions respectively, without much tedious mathematics.
dc.sourceScopus
dc.subjectBeams
dc.subjectExact solution
dc.subjectPlates
dc.subjectRotationally elastic restraints
dc.subjectShear deformable bending
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleArchive of Applied Mechanics
dc.description.volume68
dc.description.issue5
dc.description.page323-333
dc.description.codenAAMEE
dc.identifier.isiutNOT_IN_WOS
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