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Influence of seabed trench formation on fatigue performance of steel catenary risers in touchdown zone

机译:海床沟槽形成对接地网钢悬链立管疲劳性能的影响

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The subsea survey results using remote operating vehicles (ROV) show that trenches with a depth of several riser diameters can be developed underneath the steel catenary risers (SCR). Therefore, an important question in respect of the riser-seabed interaction is, how the trench formation beneath the riser affects the riser fatigue performance in the touchdown zone. A common methodology reported in literature to study the impact of trench formation on riser fatigue life is the insertion of an artificial mathematical expression of the riser profile into the seabed. This study shows that such methodology can be inconsistent and leading to contradictory results. The current paper has employed ABAQUS finite element software and coded a non-linear soil hysteretic model to automatically simulate the variable seabed stiffness and the gradual trench development through the touchdown zone. In this method, the seabed model parameters are initially adjusted to extreme values allowing trench with desired depth to be developed over a moderate number of displacement cycles of the SCR. The design wave scatter diagram is then applied, simulating a generic Spar system, after switching the model parameters to values with normal range. The paper presents the impact of trenches of different depths on the fatigue performance of SCRs in the touchdown zone.
机译:使用远程操作车辆(ROV)进行的海底调查结果表明,可以在钢悬链立管(SCR)下方形成深度为数个立管直径的沟槽。因此,关于立管与海底相互作用的一个重要问题是,立管下方的沟槽形成如何影响着陆区中的立管疲劳性能。文献中报道的研究沟槽形成对立管疲劳寿命的影响的一种常用方法是将立管轮廓的人工数学表达式插入海床。这项研究表明,这种方法可能不一致并导致矛盾的结果。目前的论文已经使用了ABAQUS有限元软件,并对非线性土壤滞回模型进行了编码,以自动模拟可变的海床刚度和通过着陆区的渐进式沟槽发展。在这种方法中,最初将海床模型参数调整为极值,从而可以在一定数量的SCR位移周期内开发出具有所需深度的沟槽。在将模型参数切换到正常范围内的值之后,然后应用设计波散射图,以模拟通用的Spar系统。本文提出了不同深度的沟槽对着陆区SCR疲劳性能的影响。

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