Modeling the buckling of rectilinearly orthotropic truncated conical shells

Mathematical and Computer Modelling

Volumn 34, Issue 1-2, 2001, Pages 195-227

  Bellout, H ^a   Bloom, F ^a  

^a NORTHERN ILLINOIS UNIVERSITY   (United States)

Author keywords

Buckling; Conical shell; Rectilinear orthotropy

Indexed keywords

EID: 0035901839     PISSN: 08957177     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0895-7177(01)00055-3     Document Type: Article

References (15)

1. On the buckling of truncated conical shells under uniform hydrostatic pressure
2. Thin circular conical shells under arbitrary loads
3. A Donnell type theory for asymmetrical bending and buckling of thin conical shells
4. Buckling of a cylindrical shell under a circumferential band load
5. Stability of cylindrical and conical shells of circular cross section, with simultaneous action of axial compression and external normal pressure
6. Buckling of thin single- and multi-layer conical and cylindrical shells with rotationally symmetric stresses
7. On the stability of a closed two-layered conical shell subjected to uniform normal pressure
8. Buckling of conical shells subjected to uniform external lateral pressure
9. A simplified method of elastic-stability analysis for thin cylindrical shells. I-Donnell's equation
10. A simplified method of elastic-stability analysis for thin cylindrical shells. II-Modified equilibrium equation
11. The buckling of thin cylindrical shells under axial compression
12. Collapse by instability of thin cylindrical shells under external pressure