The buckling of FGM truncated conical shells subjected to axial compressive load and resting on Winkler-Pasternak foundations

International Journal of Pressure Vessels and Piping

Volumn 87, Issue 12, 2010, Pages 753-761

  Sofiyev, A H ^a  

^a SULEYMAN DEMIREL UNIVERSITY   (Turkey)

Author keywords

Buckling; Critical axial load; FGM; Shells; Winkler Pasternak type foundations

Indexed keywords

AXIAL COMPRESSIVE LOAD; BUCKLING ANALYSIS; COMPATIBILITY EQUATION; CRITICAL AXIAL LOAD; CYLINDRICAL SHELL; ELASTIC FOUNDATION; EXPONENTIAL DISTRIBUTIONS; FGM; FUNCTIONALLY GRADED SHELL; GALERKIN'S METHOD; MATERIAL PROPERTY; PARAMETRIC STUDY; PASTERNAK; PASTERNAK FOUNDATION; POWER-LAW; SHELLS; SIMPLY SUPPORTED; TRUNCATED CONICAL SHELL; WINKLER; WINKLER FOUNDATIONS;

ASPECT RATIO; AXIAL LOADS; BUCKLING; FOUNDATIONS; FUNCTIONALLY GRADED MATERIALS; GALERKIN METHODS; PLATES (STRUCTURAL COMPONENTS);

SHELLS (STRUCTURES);

EID: 78649842445     PISSN: 03080161     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijpvp.2010.08.012     Document Type: Article

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