The stability of a long circumferential through-wall crack in a pipe subject to bending deformation
โ Scribed by E. Smith
- Publisher
- Elsevier Science
- Year
- 1988
- Tongue
- English
- Weight
- 453 KB
- Volume
- 31
- Category
- Article
- ISSN
- 0013-7944
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โฆ Synopsis
Abstnct-Proceeding
from the experimentally vindicated basis that circumferential growth of a through-wall crack in a circular cylindrical 304 stainless steel pipe subject to bending loads, is associated with a constant crack tip opening angle, the stability of circumferential crack growth is analysed. The instability criterion is compared with the criterion obtained via the tearing modulus procedure, which assumes that the J-crack growth resistance curve is geometry independent. The two approaches give significantly diBerent criteria for a long circumferential crack, with the crack tip opening angle approach predicting a smaller length of pipe required for instability.
๐ SIMILAR VOLUMES
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 e
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
Proceeding from the experimental observation that circumferenFia1 crack growth in circular cylindrical pipes subject to bending loads is associated with a constant crack tip opening angle, the JR curve is predicted in terms of the pipe and crack parameters. The predictions compare favorably with exp
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