Analysis of laminated sandwich plates based on interlaminar shear stress continuous plate theory

dc.contributor.authorChakrabarti, A.
dc.contributor.authorSheikh, A.
dc.date.issued2005
dc.descriptionCopyright © 2005 ASCE
dc.description.abstractThe bending response of sandwich plates with stiff laminated face sheets is studied by a six-noded triangular element having seven degrees of freedom at each node. The element formulation is based on a refined higher-order plate theory having all the features for an accurate modeling of sandwich plates with affordable unknowns. The refined plate theory is quite attractive but suffers from a problem concerned with an interelement continuity requirement when it is used in finite element analysis. The problem has been dealt satisfactorily in this new element, which is applied to the analysis of sandwich plates of different kinds. © ASCE.
dc.description.statementofresponsibilityA. Chakrabarti and A. H. Sheikh
dc.identifier.citationJournal of Engineering Mechanics, 2005; 131(4):377-384
dc.identifier.doi10.1061/(ASCE)0733-9399(2005)131:4(377)
dc.identifier.issn0733-9399
dc.identifier.issn1943-7889
dc.identifier.orcidSheikh, A. [0000-0002-2839-1707]
dc.identifier.urihttp://hdl.handle.net/2440/46324
dc.language.isoen
dc.publisherASCE-Amer Soc Civil Engineers
dc.source.urihttps://doi.org/10.1061/(asce)0733-9399(2005)131:4(377)
dc.titleAnalysis of laminated sandwich plates based on interlaminar shear stress continuous plate theory
dc.typeJournal article
pubs.publication-statusPublished

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