Thermomechanical postbuckling of imperfect moderately thick plates on two-parameter elastic foundations

Structural Engineering and Mechanics

Volumn 4, Issue 2, 1996, Pages 149-162

  Shen, Hui Shen ^a  

^a SHANGHAI JIAO TONG UNIVERSITY   (China)

Author keywords

Moderately thick plate; Pasternak type elastic foundation; Perturbation method; Structural stability; Thermomechanical postbuckling

Indexed keywords

BUCKLING; DEFLECTION (STRUCTURES); ELASTICITY; FOUNDATIONS; GEOMETRY; GRAPHIC METHODS; MATHEMATICAL MODELS; PERTURBATION TECHNIQUES; SHEAR DEFORMATION; STABILITY; THERMAL EFFECTS;

AXIAL COMPRESSION; MODERATELY THICK PLATE; PASTERNAK TYPE ELASTIC FOUNDATION; REISSNER MINDLIN PLATE THEORY; STRUCTURAL STABILITY; THERMOMECHANICAL POSTBUCKLING; UNIFORM TEMPERATURE LOADING;

PLATES (STRUCTURAL COMPONENTS);

EID: 0030107755     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.1996.4.2.149     Document Type: Article

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