Stress intensity factors are calculated at the deepest point and at the surface points of circumferential semielliptical surface cracks in a thermally shocked pipe. The method of calculation is based on weight functions following a proposal by Munz et al. Numerical values of the stress intensity fac
Stress intensity factors for longitudinal semi-elliptical surface cracks in a pipe under thermal loading
โ Scribed by H Greener; U Strathmeier
- Publisher
- Elsevier Science
- Year
- 1985
- Tongue
- English
- Weight
- 379 KB
- Volume
- 21
- Category
- Article
- ISSN
- 0013-7944
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โฆ Synopsis
intensity factors were calculated at the deepest point and at the surface points of longitudinal semi-elliptical surface cracks in a thermally shocked pipe. The method of calculation is based on weight functions following a proposal by Mattheck, Munz and Stamm, Engng. Fract. Mech. 18, 633-641 (1983). Numerical values of the stress intensity factors are given for a wide range of crack depths and crack lengths considering a pipe with a wall-thickness to inner radius ratio of I/10. ' (2) n=l J$(anRi) -J?(anRa) 1 K is the coefficient of the heat diffusion equation, a the coefficient of thermal expansion, and the eigenvalvues a, are given by the equation J~(unRa) Yo(unRi) -Jo(anRi) Y~(anRa) = 0.
๐ SIMILAR VOLUMES
By means of the weight functions method stress intensity factors were calculated for axial semi-elliptical surface cracks in a pipe with cladding. The component is loaded by a thermoshock. Starting from a stress-free state the inner surface of the cladding is suddenly cooled down. The time-dependent
The problem of a beam containing a semi-elliptical surface crack and subjected to tension or bending loading is investigated. The stress-intensity factor along the crack front can be calculated assuming a model with finite strips arranged in series and parallel. Several cases are analysed varying th
The stress intensity factor at the deepest point of a semi-elliptical surface crack is calculated for stress gradients in direction of depth. The method is based on weight functions. The crack opening displacement for the reference problem is calculated with a method proposed by Petroski and Achenba