Reliability modelling and assessment of subsea oil and gas pipelines considering competing failures caused by dropped object impact and corrosion degradation

IF 4.4 2区 工程技术 Q1 ENGINEERING, OCEAN
Wei Zeng , Yuxuan Han , Xumin Tian , Jun Zhao
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引用次数: 0

Abstract

Reliability assessment of subsea pipelines is critical for preventing leaks and ensuring operational safety. This study addresses pipelines subjected to concurrent dropped-object impacts and corrosion degradation. By establishing both a competitive-failure reliability model that accounts for failure mode interactions and its corresponding parameter determination methodology, an integrated reliability assessment framework is proposed specifically for subsea pipeline systems under competing failure scenarios. Case studies on DN400 pipelines reveal that traditional single-mode assessments exhibit excessive conservatism, compromising result accuracy. The model demonstrates that ultimate failure stems from temporal competition between failure modes: corrosion dominates late-stage degradation while impacts govern acute structural responses during mid-to-late service phases. Comparative analyses show the competitive- failure model achieves more rational residual life predictions than conventional methods. The framework provides a theoretical basis for optimizing inspection intervals and maintenance strategies, particularly for pipelines in high-risk zones with complex environmental loads. Finally, the proposed methodology was extended to reliability assessment of subsea pipelines with different steel grades and specifications, yielding corresponding reliability analysis results. These findings advance reliability methodologies by reconciling multi-failure physics, offering practical references for design optimization and safety management of subsea energy infrastructure. The model's adaptability shows potential for extension to other marine structures exposed to combined mechanical and environmental stressors.
考虑掉落物冲击和腐蚀退化导致的竞争失效的海底油气管道可靠性建模与评估
海底管道的可靠性评估对于防止泄漏和确保运行安全至关重要。本研究针对的是同时遭受落物冲击和腐蚀退化的管道。通过建立考虑失效模式相互作用的竞争失效可靠性模型及其相应的参数确定方法,提出了针对竞争失效情景下海底管道系统的综合可靠性评估框架。对DN400管道的案例研究表明,传统的单模态评估过于保守,影响了结果的准确性。该模型表明,最终的破坏源于失效模式之间的时间竞争:腐蚀主导后期退化,而冲击主导中后期服务阶段的急性结构响应。对比分析表明,竞争失效模型的剩余寿命预测比传统方法更为合理。该框架为优化检查间隔和维护策略提供了理论基础,特别是对于具有复杂环境载荷的高风险区域的管道。最后,将该方法推广到不同钢种和规格的海底管道可靠性评估中,得到了相应的可靠性分析结果。这些发现通过协调多故障物理特性,提高了可靠性方法,为海底能源基础设施的设计优化和安全管理提供了实用参考。该模型的适应性显示了扩展到其他海洋结构暴露在综合机械和环境应力的潜力。
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来源期刊
Applied Ocean Research
Applied Ocean Research 地学-工程:大洋
CiteScore
8.70
自引率
7.00%
发文量
316
审稿时长
59 days
期刊介绍: The aim of Applied Ocean Research is to encourage the submission of papers that advance the state of knowledge in a range of topics relevant to ocean engineering.
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