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자료유형
학술저널
저자정보
Seyed Sajad Mirjavadi (Qatar University) Masoud Forsat (Qatar University) Yahya Zakariya Yahya (the University of Auckland) Mohammad Reza Barati (Fidar project Qaem Company) Anirudh Narasimamurthy Jayasimha (Bonn-Rhein-Sieg University of Applied Science) Imran Khan (University of Engineering & Technology)
저널정보
한국계산역학회 Computers and Concrete, An International Journal Computers and Concrete, An International Journal Vol.25 No.4
발행연도
2020.1
수록면
283 - 291 (9page)

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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.

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