Post-buckling of internal-pressure-loaded laminated cylindrical shells surrounded by an elastic medium

Journal of Strain Analysis for Engineering Design

Volumn 44, Issue 6, 2009, Pages 439-458

  Shen, Hui Shen ^a,b  

^a SHANGHAI JIAO TONG UNIVERSITY   (China)

^b Shanghai Jiao Tong University   (China)

Author keywords

Anisotropic laminated cylindrical shell; Contact buckling; Post buckling; Tensionless elastic foundation model

Indexed keywords

ANGLE-PLY; ANISOTROPIC LAMINATED CYLINDRICAL SHELL; CONTACT BUCKLING; CONTACT REGIONS; CROSS-PLY; ELASTIC FOUNDATION; ELASTIC MEDIUM; FINITE LENGTH; FOUNDATION STIFFNESS; GOVERNING EQUATIONS; HIGHER ORDER SHEAR DEFORMATION; INITIAL GEOMETRIC IMPERFECTION; INTERNAL PRESSURE; ITERATIVE SCHEMES; LAMINATED CYLINDRICAL SHELLS; LAMINATED SHELL; MATERIAL PROPERTY; NON-LINEAR; NON-LINEARITY; NUMERICAL RESULTS; PASTERNAK; PASTERNAK FOUNDATION; POST-BUCKLING; POSTBUCKLING RESPONSE; PREBUCKLING; SINGULAR PERTURBATION TECHNIQUE; TEMPERATURE DEPENDENT; TENSIONLESS ELASTIC FOUNDATION MODEL; TENSIONLESS FOUNDATION; THERMAL ENVIRONMENT; TWIST-COUPLINGS; UNILATERAL CONSTRAINTS;

ANISOTROPY; BIOLOGICAL ORGANS; BUCKLING; DEFORMATION; FOUNDATIONS; LAMINATING; PERTURBATION TECHNIQUES; PLATES (STRUCTURAL COMPONENTS); PRESSURE EFFECTS;

SHELLS (STRUCTURES);

EID: 69249152502     PISSN: 03093247     EISSN: None     Source Type: Journal    
DOI: 10.1243/03093247JSA505     Document Type: Article

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