Instability of thin pipes encased in oval rigid cavity

Journal of Engineering Mechanics

Volumn 126, Issue 4, 2000, Pages 381-388

  Omara, A A M ^a   Guice, L K ^a   Thomas Straughan, W ^a   Akl, F ^a  

^a CACI Incorporated   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; BENDING STRENGTH; BOUNDARY CONDITIONS; BUCKLING; DEFORMATION; ELASTIC MODULI; HYDROSTATIC PRESSURE; INTEGRATION; MATHEMATICAL MODELS; MECHANICAL TESTING; NUMERICAL METHODS; TENSILE PROPERTIES;

OVAL RIGID CAVITY; PIPE OVALIZATION; THIN CIRCULAR PIPES; TIMOSHENKOS EQUATION;

PIPE;

BUCKLING; LINING; PIPE; REPAIR;

EID: 0034173883     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2000)126:4(381)     Document Type: Article

References (19)

1. Shrink buckling of thin circular rings
2. Buckling of a circular elastic ring confined to a uniformly contracting circular boundary
3. Parametric study for buckling of liners: Effect of liner geometry and imperfections
4. Post-critical behavior of a rigidly encased circular pipe subject to external water pressure and temperature rise
5. Collapse of non-circular supported thermoplastic pipelines
6. Buckling of encased elliptic thin ring
7. Analysis of cured-in-place pipes (CIPP) installed in circular and oval deteriorated host pipes
8. Buckling models of thin circular pipes encased in rigid cavity
9. Stresses in short non-circular cylindrical shells under lateral pressure
10. The collapse of tubes under external pressure
11. Buckling of an elastic elliptical ring inside a rigid boundary