Abstract
An accurate estimate of the tensile strain capacity of flawed girth welds is essential for the safe use of pipelines in harsh environments. Current strain-based flaw assessments neglect the unavoidable presence of strength heterogeneity between two connected pipes. This paper describes and quantifies the resulting effects on strain capacity. A theoretical framework predicts a remarkable sensitivity, which depends on the failure location (whether in the weld or base metal). A finite element study critically validates the predicted results. Probabilistic analysis reveals that pipe steel heterogeneity should be taken into account to allow for accurate evaluations of tensile strain capacity.
| Original language | English |
|---|---|
| Pages (from-to) | 172-189 |
| Number of pages | 18 |
| Journal | Engineering Fracture Mechanics |
| Volume | 115 |
| DOIs | |
| Publication status | Published - Jan 2014 |
Keywords
- Girth weld
- Heterogeneity
- Strain based design
- Strain capacity
- Weld flaw