CONICAL SHELLS SUBJECTED TO INTERNAL AND EXTERNAL OVERPRESSURE

Available format(s)

Hardcopy , PDF

Language(s)

German, English

Published date

10-01-2000

Publisher

German Institute for Standardisation (Deutsches Institut für Normung)

The following calculation rules apply to conical shells that are connected to a cylindrical shell on the same axis by a corner joint or flange (see Figure 1) and are subjected to internal or external overpressure, within the following limits: 0.001 ≤ s − c1 − c2 Da1 ≤ 0.1 Formula (1) must be fulfilled for s = sl and for s = sg.

DevelopmentNote	Supersedes AD MERKBLATT B2. (05/2008)
DocumentType	Standard
Pages	15
PublisherName	German Institute for Standardisation (Deutsches Institut für Normung)
Status	Current
Supersedes	AD MERKBLATT B2 : 1995

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