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
The effect of pipe bends on the stability of a circumferential through-wall crack in a type 304 stainless steel piping system
β Scribed by E. Smith
- Publisher
- Elsevier Science
- Year
- 1988
- Tongue
- English
- Weight
- 596 KB
- Volume
- 29
- Category
- Article
- ISSN
- 0013-7944
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β¦ Synopsis
The paper analyses simple models that 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 applied and material tearing moduli, i.e. TAPP and TMAT, or equivalently in terms of an effective pipe length LEFF. By expressing TApp (or I+& as a function of the position of the cracked section in the piping system, it is possible to specify the positions where TApp is a maximum, and identify them in relation to the pipe bends.
π SIMILAR VOLUMES
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This paper examines the fracture instability of a pipe, fabricated from a ductile material such as 304 stainless steel, in which a circumferential cross-section contains two symmetrically situated through-wall cracks, the pipe being subject to bending deformation. The theoretical analysis, which is
Ahstraet-The paper analyses simple models that simulate the effect of: (a) a kink, (b) a U-loop and (c) a T-junction on the stability of a circumferential through-wall crack in a Type 304 stainless steel piping system. The instability criterion is expressed in terms of the applied and material teari