Structural integrity assessment for deep-water subsea pipelines

被引:5
|
作者
Cheng, Ankang [1 ]
Chen, Nian-Zhong [2 ]
机构
[1] Natl Univ Singapore, Dept Civil & Environm Engn, Ctr Offshore Res & Engn, 1 Engn Dr 2, Singapore 117576, Singapore
[2] Tianjin Univ, Sch Civil Engn, 135 Yaguan Rd, Tianjin 300350, Peoples R China
关键词
Structural integrity; Engineering critical assessment (ECA); Corrosion fatigue (CF); Low-cycle fatigue (LCF); Fatigue crack growth (FCG); FATIGUE-CRACK-GROWTH; LOW-CYCLE FATIGUE; ENGINEERING CRITICAL-ASSESSMENT; CORROSION-FATIGUE; BORDER FIELD; STEEL; PROPAGATION; FRACTURE; STRESS; PREDICTION;
D O I
10.1016/j.ijpvp.2022.104711
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Deep-water subsea pipelines often have to face highly challenging service conditions such as high pressure/high temperature (HP/HT). Structural integrity assessments accounting for corrosion fatigue (CF) and low-cycle fatigue (LCF) therefore are crucial from the perspective of structural safety and cost efficiency. In this paper, engineering critical assessment (ECA) and structural integrity issues of subsea pipelines associated with the HP/ HT service conditions are discussed and a new specified ECA scheme is developed. The development includes two parts. In the first part, CF is addressed in 3 levels, i.e., deriving the corrosion-crack correlation model for hydrogen embrittlement (HE) influenced subcritical fatigue crack growth (SFCG), establishing the synthetic SFCG model for CF and finally utilizing the transition stress intensity factor (SIF) for achieving reasonable assessments of CF in seawater. In the second part, 2 levels of work related to LCF is performed, i.e., building up the energy principles based SFCG model for high-cycle fatigue (HCF) and adapting it to LCF. In each subpart, advancement in relevant studies is reviewed with reference to current industrial codes. The work is examined and its effectiveness is demonstrated with applications.
引用
收藏
页数:11
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