The global oil and gas pipeline industry has experienced rapid development, with a significant number of pipelines located in geologically challenging areas prone to earthquakes, permafrost, landslides, and other conditions that induce large deformations. For the safety design and assessment of large-deformation pipelines, strain-based criteria offer a more rational approach, especially for girth welds, which are the primary weak points in pipeline integrity. The tensile strain capacity model for pipeline girth welds serves as an effective strain-based criterion. However, existing research provides limited modeling approaches specifically for wide-groove girth welds produced by flux cored arc welding (FCAW) and shielded metal arc welding (SMAW). Existing models inadequately account for key factors influencing strain capacity, such as heat affected zone (HAZ) softening rates, low-strength matching coefficients, internal pressure, and high-low misalignment. Furthermore, these models are based on static crack methodologies, failing to fully capture the ductile tearing characteristics of girth welds, thereby underestimating their strain capacity. To address these gaps, this study employs a dynamic fracture numerical analysis method for pipeline girth welds to comprehensively investigate the factors affecting the strain capacity of combined automatic welding. Based on research patterns and numerical experimental data, an accurate and effective tensile strain capacity model for FCAW/SMAW girth welds is developed. The reliability of the proposed model is validated through comparisons with published experimental results, establishing a strain-based evaluation framework for engineering applications involving FCAW/SMAW girth welds.
扫码关注我们
求助内容:
应助结果提醒方式:
