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http://dx.doi.org/10.12989/cac.2020.25.4.283

Finite element based post-buckling analysis of refined graphene oxide reinforced concrete beams with geometrical imperfection  

Mirjavadi, Seyed Sajad (Department of Mechanical and Industrial Engineering, Qatar University)
Forsat, Masoud (Department of Mechanical and Industrial Engineering, Qatar University)
Yahya, Yahya Zakariya (Auckland Bioengineering Institute, the University of Auckland)
Barati, Mohammad Reza (Fidar project Qaem Company)
Jayasimha, Anirudh Narasimamurthy (Bonn-Rhein-Sieg University of Applied Science)
Khan, Imran (Department of Electrical Engineering, University of Engineering & Technology)
Publication Information
Computers and Concrete / v.25, no.4, 2020 , pp. 283-291 More about this Journal
Abstract
The 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.
Keywords
post-buckling; refined beam theory; nano-composite; graphene oxide powders; finite element method;
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