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http://dx.doi.org/10.12989/sem.2020.75.6.701

Porosity effects on post-buckling behavior of geometrically imperfect metal foam doubly-curved shells with stiffeners  

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)
Hamouda, AMS (Department of Mechanical and Industrial Engineering, Qatar University)
Publication Information
Structural Engineering and Mechanics / v.75, no.6, 2020 , pp. 701-711 More about this Journal
Abstract
This papers studies nonlinear stability and post-buckling behaviors of geometrically imperfect metal foam doubly-curved shells with eccentrically stiffeners resting on elastic foundation. Metal foam is considered as porous material with uniform and non-uniform models. The doubly-curved porous shell is subjected to in-plane compressive loads as well as a transverse pressure leading to post-critical stability in nonlinear regime. The nonlinear governing equations are analytically solved with the help of Airy stress function to obtain the post-buckling load-deflection curves of the geometrically imperfect metal foam doubly-curved shell. Obtained results indicate the significance of porosity distribution, geometrical imperfection, foundation factors, stiffeners and geometrical parameters on post-buckling characteristics of porous doubly-curved shells.
Keywords
post-buckling; shell theory; porous material; curved shell; nonlinear stability; stiffeners;
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Times Cited By KSCI : 70  (Citation Analysis)
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