Buckling of a non-uniform, long cylindrical shell subjected to external hydrostatic pressure

Engineering Structures

Volumn 24, Issue 8, 2002, Pages 1027-1034

  Xue, J ^a   Hoo Fatt, M S ^a  

^a University of Akron   (United States)

Author keywords

Elastic buckling; Long cylindrical shell; Non uniform; Symmetric and anti symmetric buckling modes

Indexed keywords

BUCKLING; FINITE ELEMENT METHOD; HYDROSTATIC PRESSURE;

CYLINDRICAL SHELLS;

SHELLS (STRUCTURES);

BUCKLING; ELASTICITY; HYDROSTATIC PRESSURE; SHELL;

BUCKLING; ELASTICITY; HYDROSTATIC PRESSURE; SHELL;

EID: 0036649103     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(02)00029-9     Document Type: Article

References (13)

1. Hydrostatic buckling of shells with various boundary conditions
2. Buckling of circular cylindrical shells subject to uniform lateral pressure
3. Analytical collapse of corroded pipes
4. Use of finite element methods for the determination of local buckling strength
5. Local buckling and plastic collapse of corroded pipes with yield anisotropy
6. Elastic-plastic collapse of non-uniform cylindrical shells subjected to uniform external pressure
7. Buckle propagation in submarine pipeline
8. On the propagation of bulges and buckles
9. On the determination of the propagation pressure of long circular tubes