Higher order computational model considering the effects of transverse normal strain and 2-parameter elastic foundation for the bending of laminated panels

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dc.contributor.authorSayyad, Atteshamuddin Shamshuddin
dc.contributor.authorPalekar, Shailesh P.
dc.contributor.authorShinde, Bharti M.
dc.date.accessioned2023-10-03T17:30:33Z
dc.date.available2023-10-03T17:30:33Z
dc.date.issued2023
dc.description.abstract-translatedIn this study, the authors analyze laminated composite panels supported on an elastic foundation considering the effects of transverse normal strain. A 2-parameter, i.e., Winkler and Pasternak foundation model is assumed to represent the interaction between the panels and the foundation. The theory presented here takes into account the effects of transverse shear and normal strains. The theory plots realistic distributions of the transverse shear stress through the plate thickness and satisfies the shear-free conditions at the extreme surfaces of the panel. The differ ential equations of the present model are obtained from the principle of virtual work. The laminated composite panel resting on the elastic foundation is analyzed for simply supported boundary conditions. For the verifica tion purpose, the presented problems are also solved using the Reddy’s model, Mindlin’s model, and the classical model. Good agreement is observed between the numerical results obtained using the present model and the other models.en
dc.format17 s.cs
dc.format.mimetypeapplication/pdf
dc.identifier.citationApplied and Computational Mechanics. 2023, vol. 17, no. 1, p. 53-70.en
dc.identifier.doihttps://doi.org/10.24132/acm.2023.808
dc.identifier.issn1802-680X (Print)
dc.identifier.issn2336-1182 (Online)
dc.identifier.urihttp://hdl.handle.net/11025/54294
dc.language.isoenen
dc.publisherUniversity of West Bohemiaen
dc.rights© University of West Bohemiaen
dc.rights.accessopenAccessen
dc.subjectlaminované panelycs
dc.subject2-parametrový základcs
dc.subjectanalýza ohybucs
dc.subjectsmyková deformacecs
dc.subjectpříčné normální napětícs
dc.subjectpříčná smyková napětícs
dc.subject.translatedlaminated panelsen
dc.subject.translated2-parameter foundationen
dc.subject.translatedbending analysisen
dc.subject.translatedshear deformationen
dc.subject.translatedtransverse normal strainen
dc.subject.translatedtransverse shear stressesen
dc.titleHigher order computational model considering the effects of transverse normal strain and 2-parameter elastic foundation for the bending of laminated panelsen
dc.typearticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen

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Volume 17, number 1 (2023)
Volume 17, number 1 (2023)