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dc.contributor.authorChakrabarti, A.en
dc.contributor.authorSheikh, A.en
dc.contributor.authorGriffith, M.en
dc.contributor.authorOehlers, D.en
dc.identifier.citationInternational Journal of Structural and Civil Engineering Research, 2012; 1(1):23-42en
dc.description.abstractFree vibration and buckling analysis are presented for composite beams with partial using a finite element model developed by the authors based on a higher order beam theory (HBT). The proposed model takes into account the effect of partial shear interaction between the adjacent layers as well as transverse shear deformation of the beam. A third order variation of the axial displacement of the fibres over the beam depth is taken to have a parabolic variation of shear stress which is also made zero at the beam top and bottom surfaces. In the proposed FE model, there is no need of incorporating any shear correction factor and the model is free from shear locking problem. The proposed finite element model is validated by comparing the results with those available in literature. Many new results are presented as there is no published result on vibration and buckling of composite beams based on higher order beam theory.en
dc.description.statementofresponsibilityA. Chakrabart, A.H. Sheikh, M. Griffith and D.J. Oehlersen
dc.rights© 2012 IJSCER. All Rights Reserved.en
dc.subjectComposite beam; partial shear interaction; higher order beam theory; finite element; vibration; bucklingen
dc.titleVibration and buckling of composite beams with partial shear interactions using HBTen
dc.typeJournal articleen
pubs.library.collectionCivil and Environmental Engineering publicationsen
dc.identifier.orcidSheikh, A. [0000-0002-2839-1707]en
dc.identifier.orcidGriffith, M. [0000-0001-9010-3764]en
Appears in Collections:Civil and Environmental Engineering publications

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