Finite element based post-buckling analysis of refined graphene oxide reinforced concrete beams with geometrical imperfection
المؤلف | Mirjavadi, Seyed Sajad |
المؤلف | Forsat, Masoud |
المؤلف | Yahya, Yahya Zakariya |
المؤلف | Barati, Mohammad Reza |
المؤلف | Jayasimha, Anirudh Narasimamurthy |
المؤلف | Khan, Imran |
تاريخ الإتاحة | 2023-02-12T06:20:50Z |
تاريخ النشر | 2020 |
اسم المنشور | Computers and Concrete |
المصدر | Scopus |
الملخص | 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. |
اللغة | en |
الناشر | Techno Press |
الموضوع | Finite element method Graphene oxide powders Nano-composite Post-buckling Refined beam theory |
النوع | Article |
الصفحات | 283-291 |
رقم العدد | 4 |
رقم المجلد | 25 |
الملفات في هذه التسجيلة
الملفات | الحجم | الصيغة | العرض |
---|---|---|---|
لا توجد ملفات لها صلة بهذه التسجيلة. |
هذه التسجيلة تظهر في المجموعات التالية
-
الهندسة الميكانيكية والصناعية [1367 items ]