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Finite element method was used to document the effects of temperature, environment, crack location and weld strength mis-match on the fracture capacity of modern pipeline girth welds. The results demonstrated a marginal reduction (>0.83 times) in the crack driving force for pipelines operating in a sour environment or at elevated temperatures or for cracks located in the weld centerline than at the fusion line. The crack driving force is lower for under-matching than over-matching welds. Furthermore, the numerical method was compared with analytical method as per BS7910 and the results showed that the latter was more conservative for deeper cracks ( a / t > 0.4). [ABSTRACT FROM AUTHOR]

Abstract: Steel pipelines used for oil and gas transportation are joined by girth welding and welds may contain weld imperfections/defects such as lack of fusion, under-cuts, porosity, slag inclusion etc. of certain height and length at certain location along the longitudinal direction of the weld. During the installation and operation, these pipelines are exposed to large plastic deformation. Fracture assessment procedures: BS7910:2005 [1] or R6 [2], are not suitable for such plastic strains (3%). The evolution of crack tip opening displacement (CTOD) of the pipeline with elliptical embedded crack in a girth weld is investigated under biaxial loading conditions using a three dimensional elastic–plastic finite element method. Based on the results, empirical formulas depicting relationship between the CTOD and the global strain are proposed. [Copyright &y& Elsevier]