Hamiltonian system for dynamic buckling of transversely isotropic cylindrical shells subjected to an axial impact

International Journal of Structural Stability and Dynamics

Volumn 8, Issue 3, 2008, Pages 487-504

  Xu, Xinsheng ^a   Chu, Hongjie ^a   Lim, C W ^b  

^a DALIAN UNIVERSITY OF TECHNOLOGY   (China)

^b CITY UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Dynamic buckling; Eigenvalue; Hamiltonian system; Stress wave; Thin cylindrical shell; Transversely isotropic

Indexed keywords

BUCKLING; EIGENVALUES AND EIGENFUNCTIONS; FUNCTION EVALUATION; INVERSE PROBLEMS; SHELLS (STRUCTURES);

AXIAL IMPACT; AXIAL STRESS WAVES; AXISYMMETRIC BUCKLING; BUCKLING MODELS; BUCKLING MODES; CRITICAL LOADS; CYLINDRICAL SHELLS; DYNAMIC BUCKLING; EIGEN VALUES; EIGEN-SOLUTIONS; EIGENFUNCTIONS; EIGENVALUE; GOVERNING EQUATIONS; HAMILTONIAN SYSTEM; HAMILTONIAN SYSTEMS; NUMERICA L RESULTS; SEMI-INVERSE METHODS; SHAPE FUNCTIONS; STRESS WAVE; SYMPLECTIC EIGENVALUES; THIN CYLINDRICAL SHELL; TRANSVERSELY ISOTROPIC;

HAMILTONIANS;

EID: 49449086369     PISSN: 02194554     EISSN: None     Source Type: Journal    
DOI: 10.1142/S0219455408002764     Document Type: Article

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