Fully stressed head of a pressure vessel

Citation
K. Magnucki et J. Lewinski, Fully stressed head of a pressure vessel, THIN WALL S, 38(2), 2000, pp. 167-178
Citations number
12
Categorie Soggetti
Civil Engineering
Journal title
THIN-WALLED STRUCTURES
ISSN journal
02638231 → ACNP
Volume
38
Issue
2
Year of publication
2000
Pages
167 - 178
Database
ISI
SICI code
0263-8231(200010)38:2<167:FSHOAP>2.0.ZU;2-K
Abstract
This work is devoted to a head of a vessel charged with internal uniform pr essure. The analysis is aimed at finding a shape of the head that ensures i ts full charge with stresses. In a classical torispherical or ellipsoidal h ead the region of its joint with the cylindrical shell is loaded with shear force and bending moment as a result of the forced consistency of displace ments of both parts of a vessel. The load causes high bending stresses in t he area of the joint. Therefore, a shape of a head meridian is sought for w hich the shear force and the bending moment approach zero. Only membrane st ate stresses should occur in such a structure. The mathematical description is based on the theory of shells, taking account of boundary disturbances. The numerical solution determines the sought-after shape of the head and i ts minimal relative convexity. (C) 2000 Elsevier Science Ltd. All rights re served.