严重段塞流引起的海洋立管振动响应

王琳; 李玉星; 刘昶; 胡其会; 王娅婷; 王权

doi:10.6052/j.issn.1000-4750.2015.12.0957

严重段塞流引起的海洋立管振动响应

王琳^1,2,
李玉星^1,2,
刘昶^1,2,
胡其会^1,2,,
王娅婷³,
王权^1,2

1.
中国石油大学(华东)储运与建筑工程学院, 青岛 266580;
2.
山东省油气储运安全省级重点实验室, 青岛 266580;
3.
中煤科工集团重庆设计研究院有限公司, 重庆 400016

基金项目: 国家自然科学基金项目（51404290）；高等学校博士学科点专项科研基金项目（20110133110004）

详细信息

作者简介:
王琳(1986―),男,陕西人,博士生,主要从事流固耦合动力学研究(E-mail:lincw_wang@qq.com);李玉星(1970―),男,山东人,教授,博士,主要从事多相管流及油气田集输技术研究(E-mail:liyx@upc.edu.cn);刘昶(1988―),男,河北人,硕士生,主要从事多相管流及油气田集输技术研究(E-mail:lococo009@sina.com);王娅婷(1989―),女,四川人,助理工程师,硕士,主要从事燃气工程设计和研究(E-mail:wangyating915@gmail.com);王权(1992―),男,湖北人,硕士生,主要从事多相管流及油气田集输技术研究(E-mail:1589073010@qq.com)

通讯作者:
胡其会(1981―),男,河南人,讲师,博士,主要从事多相管流及油气田集输技术研究(E-mail:huqihui@upc.edu.cn)

中图分类号: TE832
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出版历程
- 收稿日期: 2015-11-30
- 修回日期: 2017-04-24
- 刊出日期: 2017-06-24

DYNAMIC RESPONSE OF A MARINE RISER CAUSED BY SEVERE SLUGGING FLOW

WANG Lin^1,2,
LI Yu-xing^1,2,
LIU Chang^1,2,
HU Qi-hui^1,2,,
WANG Ya-ting³,
WANG Quan^1,2

1.
College of Pipeline and Civil Engineering, China University of Petroleum (Huadong), Qingdao 266580, China;
2.
Shandong Key Laboratory of Oil & Gas Storage and Transportation Safety Engineering, Qingdao 266580, China;
3.
CCTEG Chongqing Engineering Co., Ltd, Chongqing 400016, China

摘要

摘要: 基于改进的严重段塞流瞬态数学模型和平面刚架理论，建立严重段塞流海洋立管耦合振动数学模型，对数学模型进行求解，研究了严重段塞流引起的海洋立管振动响应。数值模拟过程中，采用欧拉法计算严重段塞流流动参数，利用Galerkin法对立管结构动力学方程进行有限元离散，Newmark-β法求解离散方程。为了提高计算效率和精度，采用了变时间步长逐步积分方案。将数值模拟结果与实验数据进行对比，验证了数学模型和数值方法的准确性。对严重段塞流引起的立管系统位移响应、内力和支承力变化进行了深入分析。结果表明：立管系统的振动响应、内力变化规律与严重段塞流的周期性特征密切相关；弹性基础可以极大降低管道结构的振动幅度及内力，尤其是下倾管的弯曲内力；上升管的高频振动幅度较大，轴力和弯曲内力变化也较大。严重段塞流引起海洋立管振动响应的分析对海洋立管设计及其支承防护具有重要的指导意义。
- 严重段塞流 /
- 海洋立管 /
- 结构动力学 /
- 流固耦合模型 /
- 有限单元法 /
- 数值模拟
Abstract: A fluid-structure interaction model for a marine riser system on elastic foundation conveying severe slugging flow was developed based on the modified severe slugging transient model and theories of plane frame structure, and solved to simulate the dynamic response of a marine riser system caused by severe slugging flow using numerical methods. The Eulerian method was used to solve the equations of severe slugging flow. Galerkin's method was adopted to discretize the dynamic equations in space and Newmark-β method was employed for time-domain integration of the discretized equations. Variable time-steps were employed for higher computational efficiency and accuracy in the integration process. The comparisons of simulation results with the experimental data show that the mathematical model and numerical methods are reasonable. Detailed analysis of dynamic response, internal force, and reaction force of the hybrid riser reveals that the dynamic response of hybrid riser is closely related to the periodic characteristics of severe slugging flow, and the elastic foundation can suppress the vibration amplitude and the internal force, especially bending stress of the downward pipeline, significantly. The amplitude of high frequency vibration is large and the axial stress and bending stress oscillate acutely. These analyses are significant to guide the design of marine risers.
- dynamics of structures /
- severe slugging /
- marine riser system /
- FSI model /
- FEM /
- numerical simulation

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参考文献(31)

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文章访问数: 391
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严重段塞流引起的海洋立管振动响应

通讯作者: 胡其会(1981―),男,河南人,讲师,博士,主要从事多相管流及油气田集输技术研究(E-mail:huqihui@upc.edu.cn)

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DYNAMIC RESPONSE OF A MARINE RISER CAUSED BY SEVERE SLUGGING FLOW

期刊类型引用(7)

其他类型引用(8)

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出版历程

目录

通讯作者:
胡其会(1981―),男,河南人,讲师,博士,主要从事多相管流及油气田集输技术研究(E-mail:huqihui@upc.edu.cn)