波流联合作用下隔水管响应及水下井口受力分析
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1.中海油能源发展股份有限公司上海工程技术分公司;2.天津大学水利工程智能建设与运维全国重点实验室;3.中国科学院力学研究所

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中图分类号:

TV312

基金项目:

国家自然科学基金(52301352)


Analysis of drilling riser response and subsea wellhead force under combined wave-current
Author:
Affiliation:

1.CNOOC EnerTech-Shanghai Drilling Producing Branch;2.State Key Laboratory of Hydraulic Engineering Intelligent Construction and Operation,Tianjin University

Fund Project:

NationalNatural Science Foundation of China

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    摘要:

    为确保在波流联合作用下的系统稳定性,实际工程设计中需要充分考虑隔水管-水下井口系统的动力响应。针对东海某典型海域的复杂环境条件,考虑隔水管与井口结构间的力学特性,建立了隔水管-水下井口系统的有限元仿真模型。研究重点关注不同环境载荷及顶张力下的结构应力、变形特性和井口受力的变化,并探讨了井口安装偏角对结构稳定性的影响。研究结果表明:不同的环境载荷条件下隔水管对顶张力的敏感范围存在差异,在一定范围内增加顶张力可以有效提升结构稳定性;水下井口受力与井口装置安装方式有关,安装偏角导致顶张力产生的等效弯矩起主导作用。

    Abstract:

    To ensure the stability of the system under the combined wave-current, it is necessary to fully consider the dynamic response of the riser-wellhead system in practical engineering design. For the complex environmental conditions of a typical sea area in the East China Sea, a finite element simulation model of the drilling riser-underwater wellhead system is established by considering the mechanical properties between the drilling riser and the wellhead structure. The study focuses on the structural stress and deformation characteristics and the change of the wellhead force under different environmental loads and top tensions, and the influence of the wellhead installation deflection angle on the structural stability is explored. The results show that the sensitivity range of the drilling riser to the top tension varies under different environmental loading conditions, and the structural stability can be effectively improved by increasing the top tension within a certain range; the underwater wellhead force is related to the installation method of the wellhead device, and the equivalent bending moment generated by the top tension due to the installation deflection angle plays a dominant role.

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历史
  • 收稿日期:2024-09-27
  • 最后修改日期:2024-11-25
  • 录用日期:2024-11-26
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