Abstract
Cone-cylinder intersections are used commonly in pressure vessels and piping, and internal pressurization is often an important loading condition. For the intersection of the large end of a cone and a cylinder, internal pressurization causes large circumferential compressive stresses in the intersection. These stresses can lead to failure of the intersection by either axisymmetric collapse or non-symmetric buckling. This paper first presents a brief summary of recent experiments on cone-cylinder intersections under internal pressure. A rational finite element model based on the experimental and the corresponding numerical results is next described. Finite element results from a major parametric study on the postbuckling behaviour and strength of cone-cylinder intersections employing this finite element model are then presented. Finally, a design proposal in the Eurocode format for internally pressurized cone-cylinder intersections is established for practical use.
Original language | English |
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Pages (from-to) | 297-309 |
Number of pages | 13 |
Journal | International Journal of Pressure Vessels and Piping |
Volume | 80 |
Issue number | 5 |
DOIs | |
Publication status | Published - 8 Jul 2003 |
Keywords
- Buckling
- Cone-cylinder intersections
- Design
- Postbuckling
- Shells
ASJC Scopus subject areas
- General Materials Science
- Mechanics of Materials
- Mechanical Engineering