Stability of long transversely-isotropic elastic cylindrical shells under bending

International Journal of Solids and Structures

Volumn 47, Issue 1, 2010, Pages 10-24

  Houliara, Sotiria ^a   Karamanos, Spyros A ^a  

^a UNIVERSITY OF THESSALY   (Greece)

Author keywords

Anisotropy; Buckling; Cylindrical shell; Finite elements; Imperfection sensitivity; Postbuckling; Stability

Indexed keywords

ANALYTICAL PREDICTIONS; ANISOTROPIC MATERIAL; ARC LENGTH; ASYMPTOTIC EXPRESSIONS; CALCULATED VALUES; CYLINDRICAL SHELL; EIGENVALUE ANALYSIS; ELASTIC CYLINDRICAL SHELL; ELASTIC MATERIALS; EQUILIBRIUM PATH; FINITE ELEMENT FORMULATIONS; FINITE ELEMENTS; HYPERELASTIC MODELS; HYPOELASTIC MODELS; IMPERFECTION SENSITIVITY; LARGE STRAINS; NUMERICAL RESULTS; OVALIZATION; POSTBUCKLING; PREBUCKLING; RADIUS-TO-THICKNESS RATIO; TUBE ELEMENT;

ANISOTROPY; BIFURCATION (MATHEMATICS); EIGENVALUES AND EIGENFUNCTIONS; SHELLS (STRUCTURES);

BUCKLING;

EID: 70350716324     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijsolstr.2009.09.004     Document Type: Article

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