Abstract
The effects of thickness and delamination on the fracture toughness and stable crack growth behaviour of high-toughness pipeline steels were investigated experimentally by use of compact tension specimens with thickness of 3-15 mm cut from a 17 mm-thick wall pipe. Material resistance curves were generated based on the stress intensity factor (SIF) K and the J-integral. The critical SIF Kc and the J-resistance curves are found to be independent of thickness as the delaminations near the crack tip within the material reduce the out-of-plane constraint in thicker specimens. Both fracture mechanism and mechanics analyses shown that the fracture behaviour of the steel is controlled by the strong-coupled effects of thickness and delaminations. With increasing thickness, the out-of-plane stress constraint increases and causes the inclusion separation, growth and coalescence to form delaminations of different sizes before the main crack initiates. The delaminations in turn, reduce the out-of-plane constraint and thus, the thickness effect upon fracture. The advantages and disadvantages of delaminations in a safety assessment of pipelines are also discussed based on three- dimensional fracture theory.
| Original language | English |
|---|---|
| Pages (from-to) | 403-412 |
| Number of pages | 10 |
| Journal | International Journal of Pressure Vessels and Piping |
| Volume | 79 |
| Issue number | 6 |
| DOIs | |
| State | Published - 6 Jun 2002 |
Keywords
- Crack growth resistance
- Delamination
- Fracture toughness
- J-integral
- Pipeline steel
- Stress intensity factor
- Thickness
- Three-dimensional fracture theory
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