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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 NameComputers and Concrete
ResourceScopus
URIhttp://dx.doi.org/10.12989/cac.2020.25.4.283
URIhttp://hdl.handle.net/10576/39938
AbstractThe present paper researches post-buckling behaviors of geometrically imperfect concrete beam resting on elastic foundation reinforced with graphene oxide powders (GOPs) based on finite element method (FEM). Distribution of GOPs are considered as uniform and linearly graded through the thickness. Geometric imperfection is considered as first buckling mode shape of the beam, the GOP reinforced beam is rested in initial position. The material properties of GOP reinforced composite have been calculated via employment of Halpin-Tsai micromechanical scheme. The provided refined beam element verifies the shear deformation impacts needless of any shear correction coefficient. The post-buckling load-deflections relations have been calculated via solving the governing equations having cubic non-linearity implementing FEM. Obtained findings indicate the importance of GOP distributions, GOP weight fraction, matrix material, geometric imperfection, shear deformation and foundation parameters on nonlinear buckling behavior of GOP reinforced beam.
Languageen
PublisherTechno Press
SubjectFinite element method
Graphene oxide powders
Nano-composite
Post-buckling
Refined beam theory
TitleFinite element based post-buckling analysis of refined graphene oxide reinforced concrete beams with geometrical imperfection
TypeArticle
Pagination283-291
Issue Number4
Volume Number25
dc.accessType Abstract Only


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