Please use this identifier to cite or link to this item: https://doi.org/10.1007/BF00787914
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dc.titleColumn buckling under general loads with allowances for pre-buckling shortening and shear deformation
dc.contributor.authorXiang, Y.
dc.contributor.authorWang, C.M.
dc.contributor.authorKitipornchai, S.
dc.date.accessioned2014-06-17T08:15:23Z
dc.date.available2014-06-17T08:15:23Z
dc.date.issued1992-08
dc.identifier.citationXiang, Y.,Wang, C.M.,Kitipornchai, S. (1992-08). Column buckling under general loads with allowances for pre-buckling shortening and shear deformation. Archive of Applied Mechanics 62 (8) : 544-556. ScholarBank@NUS Repository. <a href="https://doi.org/10.1007/BF00787914" target="_blank">https://doi.org/10.1007/BF00787914</a>
dc.identifier.issn09391533
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65311
dc.description.abstractThe paper investigates the elastic buckling behaviour of columns under a combined trapezoidal distributed axial load and an end concentrated load. The buckling analysis takes into account the effects of pre-buckling shortening and shear deformation. For shear deformation, Engesser's assumption of the shear force acting perpendicularly to the centreline of the deflected column is adopted. Based on the derived incremental total potential energy functional, the finite element method is employed for solution. The effects of pre-buckling shortening and shear deformation are investigated and approximate formulas are proposed to incorporate them into the assessment of buckling loads for columns. © 1992 Springer-Verlag.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1007/BF00787914
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1007/BF00787914
dc.description.sourcetitleArchive of Applied Mechanics
dc.description.volume62
dc.description.issue8
dc.description.page544-556
dc.description.codenAAMEE
dc.identifier.isiutNOT_IN_WOS
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