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AuthorMirjavadi, Seyed Sajad
AuthorForsat, Masoud
AuthorYahya, Yahya Zakariya
AuthorBarati, Mohammad Reza
AuthorJayasimha, Anirudh Narasimamurthy
AuthorKhan, Imran
Available date2023-02-12T06:20:50Z
Publication Date2020
Publication NameAdvances in Concrete Construction
ResourceScopus
URIhttp://dx.doi.org/10.12989/acc.2020.9.4.397
URIhttp://hdl.handle.net/10576/39931
AbstractThe present article deals with post-buckling of geometrically imperfect concrete plates reinforced by graphene oxide powder (GOP) based on general higher order plate model. GOP distributions are considered as uniform and linear models. Utilizing a shear deformable plate model having five field components, it is feasible to verify transverse shear impacts with no inclusion of correction factor. The nonlinear governing equations have been solved via an analytical trend for deriving postbuckling load-deflection relations of the GOP-reinforced plate. Derived findings demonstrate the significance of GOP distributions, geometric imperfectness, foundation factors, material compositions and geometrical factors on post-buckling properties of reinforced concrete plates.
Languageen
PublisherTechno Press
SubjectConcrete plate
General plate theory
Graphene oxide powder
Nonlinear stability
Post-buckling
TitleAnalysis of post-buckling of higher-order graphene oxide reinforced concrete plates with geometrical imperfection
TypeArticle
Pagination397-406
Issue Number4
Volume Number9
dc.accessType Abstract Only


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