Nonlinear Buckling and Postbuckling of FGM Shear-Deformable Truncated Conical Shells Reinforced by FGM Stiffeners

Autor:	V. D. Long, Nguyen Dinh Duc, Do Quang Chan
Rok vydání:	2019
Předmět:	Materials science Polymers and Plastics business.industry General Mathematics 02 engineering and technology Conical surface Structural engineering 021001 nanoscience & nanotechnology Condensed Matter Physics Mathematics::Numerical Analysis Biomaterials Nonlinear system 020303 mechanical engineering & transports 0203 mechanical engineering Shear (geology) Buckling Mechanics of Materials Solid mechanics Ceramics and Composites Nonlinear buckling Composite material 0210 nano-technology Galerkin method Material properties business
Zdroj:	Mechanics of Composite Materials. 54:745-764
ISSN:	1573-8922 0191-5665
DOI:	10.1007/s11029-019-9780-x
Popis:	In this study, the nonlinear buckling of stiffened FGM truncated conical shells resting on an elastic foundation and subjected to a uniform axial compressive load is considered. The shells are reinforced by FGM stringers and rings. Using the analytical approach, FSDT, Galerkin method, geometrical nonlinearity in the von Karman–Donnell sense, and Leknitskii smeared stiffener technique, the governing equations are derived. Closed-form expressions for determining the critical buckling load and for analyzing the postbuckling load–deflection curves are obtained. Finally, the effect of stiffeners, dimensional parameters, semivertex angle, material properties, and foundations on the nonlinear response of FGM truncated conical shells are analyzed and discussed in detail.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::54d462d6412a1e84924937c08c3b3aa6 https://doi.org/10.1007/s11029-019-9780-x Zobrazit plný text záznamu Plný text ve formátu PDF Plný text ve formátu HTML
Nepřihlášeným uživatelům se plný text nezobrazuje	K zobrazení výsledku je třeba se přihlásit.