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Nonlinear buckling formulations and imperfection models for shear deformable plates by the boundary element method

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dc.citedby1
dc.contributor.authorPurbolaksono J.en_US
dc.contributor.authorAliabadi M.H.F.en_US
dc.contributor.authorid8621252500en_US
dc.contributor.authorid57034025200en_US
dc.date.accessioned2023-12-29T07:50:48Z
dc.date.available2023-12-29T07:50:48Z
dc.date.issued2009
dc.description.abstractThis paper presents a nonlinear buckling analysis of shear deformable plates. Two models of imperfections are introduced: small uniform transverse loads and distributed transverse loads, according to the number of half-waves indicated by the eigenvectors from linear elastic buckling analysis. A simple numerical algorithm is presented to analyze the problems. Numerical examples with different geometries, loading and boundary conditions are presented to demonstrate the accuracy of the formulation.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.2140/jomms.2009.4.1729
dc.identifier.epage1740
dc.identifier.issue10
dc.identifier.scopus2-s2.0-77955723051
dc.identifier.spage1729
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-77955723051&doi=10.2140%2fjomms.2009.4.1729&partnerID=40&md5=1c70d35a85223d34bd3cf279b3598454
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/30648
dc.identifier.volume4
dc.pagecount11
dc.relation.ispartofAll Open Access; Bronze Open Access; Green Open Access
dc.sourceScopus
dc.sourcetitleJournal of Mechanics of Materials and Structures
dc.subjectBoundary element method
dc.subjectImperfections
dc.subjectNonlinear buckling
dc.subjectShear deformable plates
dc.titleNonlinear buckling formulations and imperfection models for shear deformable plates by the boundary element methoden_US
dc.typeArticleen_US
dspace.entity.typePublication
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