Levy-type solution for buckling analysis of thick functionally graded rectangular plates based on the higher-order shear deformation plate theory

Applied Mathematical Modelling

Volumn 34, Issue 11, 2010, Pages 3659-3673

  Bodaghi, M ^a   Saidi, A R ^a  

^a SHAHID BAHONAR UNIVERSITY OF KERMAN   (Iran)

Author keywords

Buckling analysis; Functionally graded; Higher order shear deformation theory; Levy solution; Thick rectangular plate

Indexed keywords

ANALYTICAL APPROACH; ANALYTICAL METHOD; ANALYTICAL SOLUTIONS; BOUNDARY LAYER FUNCTION; BUCKLING ANALYSIS; CRITICAL BUCKLING LOADS; FUNCTIONALLY GRADED; FUNCTIONALLY GRADED PLATES; FUNCTIONALLY GRADED RECTANGULAR PLATES; HIGHER ORDER SHEAR DEFORMATION THEORY; HIGHER-ORDER SHEAR DEFORMATION PLATE THEORY; LOADING CONDITION; LOADING TYPES; OPPOSITE EDGES; PLATE THICKNESS; SIMPLY SUPPORTED; STABILITY EQUATIONS; THICK RECTANGULAR PLATES; TRANSVERSE DISPLACEMENTS;

ASPECT RATIO; BEAMS AND GIRDERS; BOUNDARY CONDITIONS; BUCKLING; FUNCTIONALLY GRADED MATERIALS; SHEAR DEFORMATION;

PLATES (STRUCTURAL COMPONENTS);

EID: 77952958534     PISSN: 0307904X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.apm.2010.03.016     Document Type: Article

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