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The effect of pipe bends on the stability of a circumferential through-wall crack in a type 304 stainless steel piping system. Exact theory accounting for axial strains in the piping segments

โœ Scribed by E. Smith


Publisher
Elsevier Science
Year
1989
Tongue
English
Weight
424 KB
Volume
32
Category
Article
ISSN
0013-7944

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โœฆ Synopsis


Simple models are used to simulate the effect of pipe bends on the stability of a circumferential through-wall crack in a type 304 stainless steel piping system that is subject to fixed displacement loadings, which are appropriate for an accident condition. The instability criterion is expressed in terms of the material tearing modulus TMAr and the applied tearing modulus 7"r (or the equivalent pipe length L,,,). In deriving an expression for LnFF, due account is taken of the axial strains in the piping segments, thereby extending the scope of earlier simpler analyses, in which such strains were ignored. The range of piping configurational parameters within which the simple approach can be used, is therefore defined.


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