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http://dx.doi.org/10.12989/scs.2020.35.4.567

Post-buckling of higher-order stiffened metal foam curved shells with porosity distributions and geometrical imperfection  

Mirjavadi, Seyed Sajad (Department of Mechanical and Industrial Engineering, Qatar University)
Forsat, Masoud (Department of Mechanical and Industrial Engineering, Qatar University)
Barati, Mohammad Reza (Fidar project Qaem Company)
Hamouda, A.M.S. (Department of Mechanical and Industrial Engineering, Qatar University)
Publication Information
Steel and Composite Structures / v.35, no.4, 2020 , pp. 567-578 More about this Journal
Abstract
Based on third-order shear deformation shell theory, the present paper investigates post-buckling properties of eccentrically stiffened metal foam curved shells/panels having initial geometric imperfectness. Metal foam is considered as porous material with uniform and non-uniform models. The single-curve porous shell is subjected to in-plane compressive loads leading to post-critical stability in nonlinear regime. Via an analytical trend and employing Airy stress function, the nonlinear governing equations have been solved for calculating the post-buckling loads of stiffened geometrically imperfect metal foam curved shell. New findings display the emphasis of porosity distributions, geometrical imperfectness, foundation factors, stiffeners and geometrical parameters on post-buckling properties of porous curved shells/panels.
Keywords
post-buckling; shell theory; porous material; curved shell; third-order theory;
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Times Cited By KSCI : 58  (Citation Analysis)
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