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Stresses in thick-walled conical shells

  • SUNY Buffalo

Research output: Contribution to journalArticlepeer-review

8 Scopus citations

Abstract

The radial, tangential and axial wall stresses in a thick-walled cone under internal and/or external pressure are determined. The cone is considered to be "long" such that the end effect does not influence the wall stresses. The reason for studying the wall stresses in the thick-walled cone arose in the design of nozzles for pressurizers and steam generators used in the pressurized-water reactor systems of nuclear submarines and aircraft carriers.

Original languageEnglish
Pages (from-to)394-401
Number of pages8
JournalNuclear Engineering and Design
Volume3
Issue number3
DOIs
StatePublished - Apr 1966

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