Nonlinear analysis of simply supported Reissner-Mindlin plates subjected to lateral pressure and thermal loading and resting on two-parameter elastic foundations

Engineering Structures

Volumn 22, Issue 11, 2000, Pages 1481-1493

  Shen, Hui Shen ^a  

^a SHANGHAI JIAO TONG UNIVERSITY   (China)

Author keywords

Moderately thick plate; Nonlinear bending; Pasternak type elastic foundation; Perturbation method; Thermal postbuckling

Indexed keywords

BENDING (DEFORMATION); BUCKLING; FOUNDATIONS; PERTURBATION TECHNIQUES; PRESSURE EFFECTS; SHEAR DEFORMATION; STIFFNESS; STRUCTURAL ANALYSIS; THERMAL EFFECTS; THERMAL LOAD; THERMAL STRESS;

LATERAL PRESSURE; NONLINEAR BENDING; PASTERNAK TYPE ELASTIC FOUNDATION; REISSNER-MINDLIN PLATES;

PLATES (STRUCTURAL COMPONENTS);

EID: 0033738166     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(99)00086-3     Document Type: Article

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