|
Volumn 8, Issue 3, 2008, Pages 465-485
|
Stability analysis of a circular cylindrical shell by the equilibrium method
|
Author keywords
Critical stress; Cylindrical shell; Minimum buckling length; Thickness ratio; Thin shell
|
Indexed keywords
BOUNDARY CONDITIONS;
BOUNDARY VALUE PROBLEMS;
DIFFERENCE EQUATIONS;
DIFFERENTIAL EQUATIONS;
DIFFERENTIATION (CALCULUS);
FINITE ELEMENT METHOD;
FUNCTION EVALUATION;
MATHEMATICAL OPERATORS;
MOLECULAR BEAM EPITAXY;
ONTOLOGY;
OPTICAL BISTABILITY;
PARTIAL DIFFERENTIAL EQUATIONS;
VIBRATIONS (MECHANICAL);
AXIAL COMPRESSIVE FORCES;
BOUNDARY CONDITIONING;
CO-ORDINATE SYSTEMS;
CRITICAL STRESS;
CRITICAL STRESSES;
CYLINDRICAL SHELL;
CYLINDRICAL SHELLS;
EQUILIBRIUM METHODS;
EXTERNAL LOADS;
FINITE ELEMENT;
FINITE-ELEMENT PROGRAMS;
GOVERNING EQUATIONS;
MINIMUM BUCKLING LENGTH;
PARTIAL DIFFERENTIAL;
SHELL ELEMENTS;
SIMPLY SUPPORTED;
SLENDERNESS RATIOS;
STABILITY ANALYSIS;
THICKNESS RATIO;
THICKNESS RATIOS;
THIN SHELL;
VARIABLE SHAPE;
SHELLS (STRUCTURES);
|
EID: 49349140740
PISSN: 02194554
EISSN: None
Source Type: Journal
DOI: 10.1142/S0219455408002752 Document Type: Article |
Times cited : (5)
|
References (15)
|