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AuthorAfshari, Behzad Mohasel
AuthorMirjavadi, Seyed Sajad
AuthorBarati, Mohammad Reza
Available date2023-02-12T06:20:51Z
Publication Date2022
Publication NameAdvances in Concrete Construction
ResourceScopus
URIhttp://dx.doi.org/10.12989/acc.2022.13.5.377
URIhttp://hdl.handle.net/10576/39942
AbstractThe present paper deals with nonlinear deflection analysis of hyperelastic plates rested on elastic foundation and subject to a transverse point force. For modeling of hyperelastic material, three-parameter Ishihara model has been employed. The plate formulation is based on classic plate theory accounting for von-Karman geometric nonlinearity. Therefore, both material and geometric nonlinearities have been considered based on Ishihara hyperelastic plate model. The governing equations for the plate have been derived based on Hamilton's rule and then solved via Galerkin's method. Obtained results show that material parameters of hyperelastic material play an important role in defection analysis. Also, the effects of foundation parameter and load location on plate deflections will be discussed.
SponsorThe first and second authors would like to thank FPQ (Fidar project Qaem) for providing the fruitful and useful help
Languageen
PublisherTechno-Press
SubjectDeflection
Galerkin's method
Hyperelastic material
Nonlinear analysis
Plate bending
TitleInvestigating nonlinear static behavior of hyperelastic plates using three-parameter hyperelastic model
TypeArticle
Pagination377-384
Issue Number5
Volume Number13
dc.accessType Abstract Only


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