双层管道整体屈曲实验研究及数值模拟

车小玉; 段梦兰; 曾霞光; 高攀; 庞熠骞

doi:10.3879/j.issn.1000-0887.2014.02.007

双层管道整体屈曲实验研究及数值模拟

doi: 10.3879/j.issn.1000-0887.2014.02.007

¹复旦大学力学与工程科学系, 上海 200433;²中国石油大学(北京) 机械与储运工程学院, 北京 102249

基金项目: 国家重点基础研究发展计划(973计划)（2011CB013702）;国家自然科学基金（50979113）

详细信息

作者简介:
车小玉（1989—），女，河南人，硕士(通讯作者. E-mail: 1121029004@fudan.edu.cn)

中图分类号: P751;O343
计量
- 文章访问数: 1483
- HTML全文浏览量: 188
- PDF下载量: 1584
- 被引次数: 0
出版历程
- 收稿日期: 2013-06-07
- 修回日期: 2013-07-24
- 刊出日期: 2014-02-15

Experimental Study and Numerical Simulation of Global Buckling of Pipe-in-Pipe Systems

¹Department of Mechanics and Engineering Science, Fudan University, Shanghai 200433, P.R.China;²College of Mechanical and Transportation Engineering, China University of PetroleumBeijing, Beijing 102249, P.R.China

Funds: The National Basic Research Program of China (973 Program)（2011CB013702）;The National Natural Science Foundation of China（50979113）

摘要

摘要: 近海管道通常被掩埋起来以避免渔业捕捞活动的损伤，并且能够为管道提供隔热保护.如果管道能够由沟槽提供足够大的侧向力，管道将会由于温度变化或其它原因引起轴向力的增大而发生隆起屈曲.如果没有挖沟线等侧向约束，侧向屈曲将会占据主导地位.管道轴向应力是导致海底管道发生屈曲的主要原因.侧向屈曲在较低的压力下比隆起屈曲更容易发生.双层管的复杂结构导致其整体屈曲理论分析十分困难.利用小尺寸模型实验装置对双层管道整体屈曲进行了实验研究，得出屈曲发展过程中轴力与位移的关系以及临界轴力.此外，利用最新的管中管单元技术，建立了高效的有限元分析模型，并且对管道屈曲前和屈曲后全程进行了模拟.对比表明数值模拟结果与实验结果非常吻合.
- 双层管 /
- 整体屈曲 /
- 临界轴力 /
- 模型实验 /
- 管中管技术 /
- 有限元
Abstract: Offshore pipelines are usually buried to avoid damage from fishing activities and get thermal insulation. Provided that the pipelines are sufficiently confined in the lateral direction by the passive resistance of the trench walls, they may be liable to upheaval buckling caused by rise in axial force due to temperature changes or other factors. Unless lateral restraint is provided, by trenching the line, for example, lateral buckling will be dominant. The axial compressive force is the primary cause of pipeline buckling. Lateral buckling takes place at a lower axial compressive force than upheaval buckling. The complex structure of the pipe-in-pipe (PIP) system makes global buckling difficult to tackle by theoretical analysis. An experimental study of the global buckling of pipelines was conducted by means of a small-scale model test apparatus. Results were presented for several tests involving both the relationship between the axial force and displacement and the critical axial force. Futhermore, the efficient finite element model was used to simulate the pre-buckling and post-buckling states of the pipeline with the latest tube-to-tube technology. The comparison shows that the numerical simulation results agree well with the experimental ones.
- pipe-in-pipe system /
- global buckling /
- critical axial force /
- model experiment /
- tube-to-tube technology /
- finite element

HTML全文

参考文献(21)

[1]	赵天奉, 段梦兰, 潘晓东. 刚性连接双层海底管道高温侧向屈曲分析方法研究[J]. 海洋工程, 2008,26(3): 65-69.(ZHAO Tian-feng, DUAN Meng-lan, PAN Xiao-dong. An approach of lateral buckling analysis of HT non-compliant PIP systems[J]. Ocean Engineering,2008,26(3): 65-69.(in Chinese))
[2]	刘志刚, 孙国民. 海底管道侧向屈曲分析[J]. 中国造船, 2008,49(增刊2）: 516-522.(LIU Zhi-gang, SUN Guo-min. Analysis on the lateral buckling of subsea pipeline[J]. Shipbuilding of China,2008,49(special 2）: 516-522.(in Chinese））
[3]	Hobbs R E. In-service buckling of heated pipelines[J]. Journal of Transportation Engineering, ASCE,1984,110(2): 175-189.
[4]	Palmer A C, Ellinas C P, Richards D M, Guijt J. Design of submarine pipelines against upheaval buckling[C]// Proceedings of the 22nd Offshore Technology Conference.Houston, Texas, 1990: 551-560.
[5]	Sriskandarajah T, Anurudran G, Ragupathy P, Wilkins R. Design considerations in the use of pipe-in-pipe systems for Hp/Ht subsea pipelines[C]// Proceedings of the 9th International Offshore and Polar Engineering Conference.Brest, France, 1999: 672-682.
[6]	Vaz M A, Patel M H. Lateral buckling of bundled pipe systems[J]. Marine Structures, 1999, 12(1): 21-40.
[7]	Bruton D, Carr M, Crawford M, Poiate E. The safe design of hot on-bottom pipelines with lateral buckling using the design guideline developed by the SAFEBUCK joint industry project[C]// Proceedings of the Deep Offshore Technology Conference.Vitoria, Espirito Santo, Brazil, 2005: 1-26.
[8]	Jukes P, Eltaher A, Sun J. Extra high-pressure high-temperature(XHPHT) flowlines—design considerations and challenges[C]// Proceedings of the ASME 28th International Conference on Ocean, Offshore and Arctic Engineering.Honolulu, Hawaii, 2009: 1-10.
[9]	Kristoffersen A S, Asklund P O, Nystrm P R. Pipe-in-pipe global buckling and trawl design on uneven seabed[C]// Proceedings of the 22nd International Offshore and Polar Engineering Conference.Rhodes, Greece, 2012: 166-172.
[10]	Palmer A C, Baldry J A S. Lateral buckling of axially constrained pipelines[J]. Journal of Petroleum Technology, 1974,26(11): 1283-1284.
[11]	Schaminee P E L, Zorn N F, Schotman G J M. Soil response for pipeline upheaval buckling analyses: full-scale laboratory tests and modelling[C]// Proceedings of the 22nd Offshore Technology Conference.Houston, Texas, 1990: 563-572.
[12]	Maltby T C, Calladine C R. An investigation into upheaval buckling of buried pipelines—I: experimental apparatus and some observations[J]. International Journal of Mechanical Sciences,1995,37(9): 943-963.
[13]	Maltby T C, Calladine C R. An investigation into upheaval buckling of buried pipelines—II: theory and analysis of experimental observations[J]. International Journal of Mechanical Sciences,1995,37(9): 965-983.
[14]	Finch M. Upheaval buckling and floatation of rigid pipelines: the influence of recent geotechnical research on the current state of the art[C]// Proceedings of the Offshore Technology Conference.Houston, Texas, 1999: 1-10.
[15]	刘羽霄. 高温/高压海底管道横向热屈曲机理及控制措施研究[D]. 博士论文. 大连: 大连理工大学, 2010.(LIU Yu-xiao. Studies of HT/HP subsea pipelines on lateral buckling mechanism and controlling measurements[D]. PhD Thesis. Dalian: Dalian University of Technology, 2010.(in Chinese））
[16]	刘润, 王武刚, 闫澍旺, 吴新利. 防止温度应力下海底管线发生整体屈曲的工程措施研究[J]. 应用数学和力学, 2012,33(6）: 740-753.(LIU Run, WANG Wu-gang, YAN Shu-wang, WU Xin-li. Engineering measures for preventing upheaval buckling of buried submarine pipelines[J]. Applied Mathematics and Mechanics,2012,33(6）: 740-753.(in Chinese））
[17]	Kerr A D. On thermal buckling of straight railroad tracks and the effect of track length on the track response[R]. National Technical Information Service. 76-TR-19 Res Rpt, 1976.
[18]	Simulia D. Abaqus 6. 11 Theory Manual [M]. USA: DS SIMULIA Corp, 2011.
[19]	段梦兰. 双层管整体屈曲模拟实验装置: 中国, 201210101723[P]. 2012-08-15.(DUAN Meng-lan. Global buckling simulation experimental apparatus for the pipe in pipe systems: China, 201210101723[P]. 2012-08-15. (in Chinese））
[20]	Karampour H, Albermani F, Gross J. On lateral and upheaval buckling of subsea pipelines[J]. Engineering Structures,2013,52: 317-330.
[21]	Taylor N, Tran V. Experimental and theoretical studies in subsea pipeline buckling[J].Marine Sturctures,1997,9(2): 211-257.