深水粘土中钢柔立管的岩土力学响应模型

H. Elosta
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引用次数: 0

摘要

触地区(TDZ)通常被证明是循环弯曲应力最大的地方,因此是疲劳的关键位置。悬链钢制管道或立管(scr)是许多正在进行的研究的主题,特别是关于它们的疲劳寿命,这受到TDZ海底土壤条件的强烈影响。本章回顾了最近可能对scr -海床相互作用产生影响的出版物。回顾从SCR的总体安排开始。此后,重点转移到最近研究深水scr与海床之间相互作用的研究。此外,回顾了SCR的分析技术,包括建模理念和岩土响应模型。确定了研究差距和未来研究的需求。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Geotechnical Response Models for Steel Compliant Riser in Deepwater Clays
The touchdown zone (TDZ) often proves to be a spot where cyclic bending stresses are the largest and is therefore a critical location for fatigue. Catenary steel compliant pipelines or risers (SCRs) are subject of much ongoing research, particularly with respect to their fatigue life, which is strongly influenced by seabed soil conditions in the TDZ. This chapter reviews the recent publications that might have an impact on the SCR-seabed interaction. The review starts by looking at the SCR general arrangement. Thereafter, the focus moves to the review of the recent research that studied the interactions between deepwater SCRs and the seabed. In addition, thereview went over the analysis techniques of the SCR, including the modelling philosophy and models for geotechnical response. The research gap and the need for future research are identified.
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