Viscoelastic Sandwich Plates with Crossply Faces

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dc.contributor.authorKim, Chun-Gon-
dc.contributor.authorHong, Chang-Sun-
dc.date.accessioned2011-09-21T05:59:25Z-
dc.date.available2011-09-21T05:59:25Z-
dc.date.issued1988-01-
dc.identifier.citationJournal of Structural Engineering, Vol.114, No.1, pp. 150-164en
dc.identifier.issn0733-9445-
dc.identifier.urihttp://hdl.handle.net/10203/25265-
dc.description.abstractAn energy method has been used for an elastic formulation of buckling analysis of a simply supported sandwich plate with crossply faces, including the interlayer shear deformation of adhesive layers and the transverse normal and shear deformations of the core. A quasi-elastic method is used for the solution of viscoelastic analysis of the sandwich plate. Results of the viscoelastic buckling analysis under in-plane loads are presented for various lay-up sequences of face plates. Dependence of buckling load on face lay-up sequence, adhesive bonding stiffness, load ratio, and plate geometry is examined, including the effect of change of buckling modes.en
dc.language.isoen_USen
dc.publisherAmerican Society of Civil Engineers(ASCE)en
dc.relation.ispartofseries22137en
dc.titleViscoelastic Sandwich Plates with Crossply Facesen
dc.typeArticleen
dc.identifier.doi10.1061/(ASCE)0733-9445(1988)114:1(150)-
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