On the stability of functionally graded truncated conical shells reinforced by functionally graded stiffeners and surrounded by an elastic medium

Composite Structures

Volumn 108, Issue 1, 2014, Pages 77-90

  Dung, Dao Van ^a   Hoa, Le Kha ^a   Nga, Nguyen Thi ^a  

^a VIETNAM NATIONAL UNIVERSITY   (Viet Nam)

Author keywords

Critical buckling load; Elastic medium; Functionally graded material; Stiffened truncated conical shell; Stiffener

Indexed keywords

BUCKLING; FUNCTIONALLY GRADED MATERIALS; GALERKIN METHODS; PARTIAL DIFFERENTIAL EQUATIONS; REINFORCEMENT; STABILITY; STRINGERS;

AXIAL COMPRESSIVE LOAD; CRITICAL BUCKLING LOADS; DISPLACEMENT COMPONENTS; ELASTIC FOUNDATION MODEL; ELASTIC MEDIUM; POWER LAW DISTRIBUTION; STIFFENER; TRUNCATED CONICAL SHELL;

SHELLS (STRUCTURES);

EID: 84896977996     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruct.2013.09.002     Document Type: Article

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