Finite element based post-buckling analysis of refined graphene oxide reinforced concrete beams with geometrical imperfection
Author | Mirjavadi, Seyed Sajad |
Author | Forsat, Masoud |
Author | Yahya, Yahya Zakariya |
Author | Barati, Mohammad Reza |
Author | Jayasimha, Anirudh Narasimamurthy |
Author | Khan, Imran |
Available date | 2023-02-12T06:20:50Z |
Publication Date | 2020 |
Publication Name | Computers and Concrete |
Resource | Scopus |
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. |
Language | en |
Publisher | Techno Press |
Subject | Finite element method Graphene oxide powders Nano-composite Post-buckling Refined beam theory |
Type | Article |
Pagination | 283-291 |
Issue Number | 4 |
Volume Number | 25 |
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Mechanical & Industrial Engineering [1367 items ]