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基于土弹簧模型的管道滑坡力学影响因素分析
Analysis of mechanical influencing factors of pipeline landslide based on soil spring model
landslide
; pipeline; soil spring; influencing factors; finite element analysis滑坡是影响管道完整性的重要因素之一。基于土弹簧模型建立了滑坡管道有限元分析模型,考虑了管土之间相互作用的非线性特征,研究了管道内压、滑坡长度、滑坡位移、滑坡方向与管道轴向的夹角等因素对管道应力的影响。以陕京输气管道为例,分析了不同管道工况下滑坡相关因素对管道应力的影响,量化分析了垂直管道轴向的横向滑坡和平行管道轴向的纵向滑坡两种情况下的力学影响因素,得出滑坡方向与管道轴线的夹角对滑坡产生的附加应力具有重要影响,对于管道线路的完整性管理具有重要意义。研究结果可为滑坡地区管道的风险控制提供理论依据和技术参考。
Landslide is one of the main factors threatening pipeline integrity.Based on the soil spring model,the finite element analysis model of landslide pipe is established which considers the non-linear characteristics of interaction between pipe and soil,and the effects of internal pressure of pipe,length of landslide,displacement of landslide and the angle between the direction of landslide and the axial direction of pipeline on pipeline stress are investigated.Taking the Shan-Jing Gas Pipeline as an example,the paper analyzes the impact of the related landslide factors on pipeline stress under different working conditions.The mechanical influencing factors under the situations of landslide vertical to pipeline and landslide parallel to pipeline are quantitatively analyzed,which shows that the angle between the direction of landslide and the axial direction of pipeline has an important effect on the additional stress caused by landslides,this is of great significance for the integrity management of pipelines.This result can provide theoretical basis and technical reference for the risk control of pipelines in areas where landslides are likely to happen.(6 Figures,1 Table,15 References)
[1]俞乐群.滑坡地区的管道建设[J]. 油气储运, 1989, 8 (6) : 60-64.
YU L Q. Pipeline construction in slope zone[J]. Oil & Gas Storage and Transportation, 1989, 8 (6):60-64.
[2]林冬,许可方,黄润秋,等. 油气管道滑坡的分类[J]. 焊管, 2009,32 (12) : 66-68.
LIN D,XU K F,HUANG R Q,et al. Landslides classification of pipeline for transporting oil and gas[J]. Welded Pipe and Tube, 2009, 32 (12):66-68.
[3]么惠全,毛建,吴志平,等. 西气东输管道完整性管理实践及效能分析[J]. 天然气工业, 2013, 33 (12) : 124-130.
YAO H Q,MAO J,WU Z P,et al. Integrity management practices in the West-to-East natural gas pipelines and their competence appraisal[J]. Natural Gas Industry, 2013, 33 (12):124-130.
[4]帅健,王晓霖,左尚志. 地质灾害作用下管道的破坏行为与防护对策[J].焊管, 2008, 31 (5) : 9-15.
SHUAI J,WANG X L,ZUO S Z. Breakage action and defend measures to pipeline under geological disaster[J]. Welded Pipe and Tube, 2008, 31 (5):9-15.
[5]杜曼,赵东风,孟亦飞. 滑坡地区长输天然气管道失效危险的多级可拓评估[J].油气储运, 2012, 31 (8) : 564-568.
DU M,ZHAO D F,MENG Y F. A multi-level extension evaluation on failure risk of long-distance gas pipeline in landslide area[J]. Oil & Gas Storage and Transportation, 2012, 31 (8):564-568.
[6]姚伟. 管道完整性管理现阶段的几点思考[J]. 油气储运, 2012,31 (12) : 881-883.
YAO W. Some thinking about pipeline integrity management at the current stage[J]. Oil & Gas Storage and Transportation, 2012, 31 (12):881-883.
[7]刘慧.滑坡作用下埋地管线响应分析[D]. 大连: 大连理工大学,2008.
LIU H. Response analysis for buried pipelines subjected to the landslide[J]. Dalian:Dalian University of Technology , 2008.
[8]孙书伟,朱本珍,谭冬生. 黄土地区管道沿线填土边坡滑坡发生机理和防治对策[J].中国铁道科学, 2008, 29 (4) : 8-14.
SUN S W,ZHU B Z,TAN D S. Mechanism of filling slope landslide along pipeline in loess area and the countermeasures[J]. China Railway Science, 2008, 29 (4):8-14.
[9]李华,徐震,杨永和,等. 滑坡作用下的埋地管道强度失效分析[J].化工设备与管道, 2012, 49 (6) : 54-57.
LI H,XU X,YANG Y H,et al. Strength failure analysis of buried piping loaded with landslide[J]. Process Equipment & Piping, 2012, 49 (6):54-57.
[10]柳春光,柯国敏. 液化区埋地管线的数值模拟分析[J]. 世界地震工程, 2010, 26 (1) : 125-130.
LIU C G,KE G M. Analysis for seismic response of buried pipeline in liquefied soil[J]. World Earthquake Engineering, 2010, 26 (1):125-130.
[11]LIU P F, ZHENG J Y, ZHANG B J.Failure analysis of natural gas buried X65 steel pipeline under de?ection load using ?nite element method[J].Materials and Design, 2010, 31(3): 1384-1391.
[13]赵林,冯启民. 埋地管线有限元建模方法研究[J]. 地震工程与工程振动, 2001, 21 (2) : 53-57.
ZHAO L,FENG Q M. Research on methods for establishing FEM model of buried pipelines[J]. Earthquake Engineering and Engineering Vibration, 2001, 21 (2):53-57.
[14]American Lifelines Alliance.Guidelines for the design of burie steel pipe[R/OL].2005-012-02
[12]SURESH R D, SUDHIR K J.ⅡTK-GSDMA-2007 Guidelines for seismic design of buried pipelines:Provisions with commentary and explanatory examples[S].Kanpur:National Information Center of Earthquake, 2007.
[2013-05-23] .http://www. americanlifelinesalliance.com/pdf/Update061305.pdf.
[15]American Petroleum Institute.ANSI/API 5L-2007 Speci?cation for line steel[S].Washington D C:American Pipeline Institute, 2007.
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Zeng Zhongang,Wen Xiuhe,Suo Xinglan,et al.Wax deposition calculation for Tahe Condensate Pipeline[J].Oil & Gas Storage and Transportation,2012,31(4):622.[doi:10.6047/j.issn.1000-8241.2012.08.018]
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Xia Wenhe,Ru Linan,Li Ming,et al. Remote monitoring on oil and gas pipelines with satellite Internet of Things network[J].Oil & Gas Storage and Transportation,2012,31(4):898.[doi:10.6047/j.issn.1000-8241.2012.12.006]
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Dong Shaohua,Han Zhongchen,Yang Yi,et al.The application of Internet of Things technology in the integrity management of pipeline[J].Oil & Gas Storage and Transportation,2012,31(4):906.[doi:10.6047/j.issn.1000-8241.2012.12.008]
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Li Rui,Hou Yu,Li Jingmiao,et al.Impact of pattern on the adhesion of pipe external epoxy coating[J].Oil & Gas Storage and Transportation,2011,30(4):355.[doi:10.6047/j.issn.1000-8241.2011.05.010]
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Du Mingjun,Chao Ling,Fu Xiaodong,et al.Analysis of erosion fracture stress of 90° elbow in multi-phase mixed transmission pipeline[J].Oil & Gas Storage and Transportation,2011,30(4):427.[doi:10.6047/j.issn.1000-8241.2011.06.006]
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收稿日期:2013-7-17;改回日期:2013-10-23。
作者简介:王联伟,在读博士生,1981年生,2006年硕士毕业于中国石油大学(北京)工程力学专业,现主要从事管道适用性评价技术和管道完整性评价技术的研究工作。Tel:18620208603,Email:wei86711@163.com