[1]徐 婷,丁 飞,操建平 编译.高纵向应变下管道凹坑的评价方法[J].焊管,2020,43(2):61-68.
 XU Ting,DING Fei,CAO Jianping.Assessment of Dents under High Longitudinal Strain[J].,2020,43(2):61-68.
点击复制

高纵向应变下管道凹坑的评价方法()
分享到:

《焊管》[ISSN:1001-3938/CN:61-1160/TE]

卷:
43
期数:
2020年第2期
页码:
61-68
栏目:
国外焊管
出版日期:
2020-02-28

文章信息/Info

Title:
Assessment of Dents under High Longitudinal Strain
作者:
徐 婷1丁 飞2操建平2 编译
1. 中国石油集团石油管工程技术研究院, 西安 710077;
2. 中国石油勘探开发研究院 石油工业标准化研究所, 北京 100083
Author(s):
XU Ting1 DING Fei2 CAO Jianping2
1. CNPC Tubular Goods Research Institute,Xi’an 710077,China; 2. Petroleum Standardization Research
Institute of Research Institute of Petroleum Exploration & Development,Beijing 100083,China
关键词:
管道高纵向应变管道凹坑评价
Keywords:
pipelinehigh longitudinal straindentsassessment
文献标志码:
A
摘要:
管道施工建设和服役期间发生的外部干扰经常会导致管道产生凹坑,在地面运动和地震活动区域,管道也会产生高纵向应变。在假定主要载荷为内压且纵向应变水平较低的情况下,开发并验证了目前的凹坑评价方法,凹坑在高纵向应变下的行为尚不清楚。讨论了由美国DOT(美国交通运输部)和PHMSA(美国管道与危险材料安全管理局)资助的关于高纵向应变下凹坑评价准则。通过参数数值分析,确定并研究了带凹坑管道中,控制压缩应变能力(CSC)的关键参数和原理。通过参数分析和全尺寸验证试验,制定了高纵向应变条件下带凹坑钢管的CSC评价方法。
Abstract:
External disturbances during the construction and service often lead to pits in the pipeline and the high longitudinal strain can happen in the area of the ground motion and seismic activity. Under the assumption that the main load is internal pressure and the longitudinal strain is low,the present method of the pit evaluation is developed and validated,but the behavior of the pits under the high longitudinal strain is unknown. This paper discusses the pits assessment under the high longitudinal strain funded by DOT (U.S. department of transportation) and PHMSA (U.S. pipeline and hazardous materials safety administration). Through the parameter numerical analysis,the key parameters and principles of the controlling compressive strain capacity(CSC) in the pipe with pits were determined and studied. Through the parameter analysis and the full-size verification test,the CSC assessment of the steel tubes with pits under the high longitudinal strain was developed.

参考文献/References:

[1] US Code of Federal Regulations. 49 CFR 192-transportation of natural and other gas by pipeline: minimum federal safety standards[2015][OL]. https://www.phmsa.dot.gov/sites/phmsa.dot.gov/files/docs/49_192_highlight_8_15.
pdf.
[2] US Code of Federal Regulations. “Part 195-transportation of hazardous liquids by pipeline”[2015][OL]. https://www.phmsa.dot.gov/sites/phmsa.dot.gov/files/docs/195_Master_
195_100_Highlighted.pdf
[3] ASME B31.4—2016,Pipeline Transportation Systems for Liquids and Slurries[S].
[4] ASME B31.8—2016,Gas Transmission and Distribution Piping Systems[S].
[5] CSA Z662—2015,Oil and Gas Pipeline Systems[S].
[6] COSHAM A,HOPKINS. The effect of dents in pipelines guidance in the pipeline defect assessment manual[C]//Proceedings ICPVT-10.Vienna: ICPVT,2003.
[7] ALEXANDER C. Evaluating damage to onshore and offshore pipelines using data acquired using in-line inspection efforts[C]//The 21st International Pipeline Pigging & Integrity Management Conference. Houston, Texas, USA:[s.n.], 2009.
[8] ALEXANDER C,KIEFNER J F. Effects of  smooth and  rock dents on liquid petroleum pipelines[C]. Final Report to the American Petroleum Institute,Stress Engineering Services,Inc.,and Kiefner and Associates,Inc.,1997.October 10.
[9] API 579-1 /ASME FFS-1:2007,Fitness-For-Service[S].
[10] BMT Fleet Technology Limited. Dent fatigue life assessment DOT #432 (DTPH56-10-T-000013) Closeout Report[R]. Final report to PHMSA, January 10,2012.
[11] TIKU S,ESHRAGHI A,SEMIGA V,et al. Improved pipeline dent integrity management[C]// Proceedings of the 11th International Pipeline Conference. Calgary, Alberta, Canada:IPC, 2016:64530.
[12] MICHAEL B J. Mechanical Damage. Final report to US DOT PHMSA,Integrity Management Program Under Delivery Order DTRS56-02-D-70036 [C],April 2009.
[13] COSHAM A,HOPKINS P. The pipeline defect assessment manual[C]//Proceedings of  the 4th International Pipeline Conference,Calgary,AB,Canada:IPC,2002.
[14] UKOPA. Industry Good Practice Guide:Managing Pipeline Dents[C]. UKOPA Ambergate UK.
[15] DNV-OS-F101—2010. Submarine Pipeline Systems [S].
[16] API RP 1111—1999. Design,Construction,Operation, and Maintenance of Offshore Hydrocarbon Pipelines (Limit State Design)[S].
[17] DOREY A B, MURRAY D W, CHENG J J R. Critical buckling strain equations for energy pipelines——a parametric study[J]. Journal of Offshore Mechanics and Arctic Engineering, 2006,128 (3):248-255.
[18] LIU M,WANG Y ,ZHANG F,et al. Realistic strain capacity models for pipeline construction and maintenance [OL]. Final report to US DOT PHMSA, US DOT Contract No. DTPH56-10-T-000016,[2014-10-15]. http://primis.phmsa.dot.gov/matrix/PrjHome.rdm?prj=361&btn=Modern+Search.
[19] SUGANUMA A,HAYASHIGUCHI M,KITANO T,et al. Effects of  dent on compression capacity of  line pipe and seismic integrity of  pipeline[C]//Proceedings of  the Twenty-seventh(2017) International Ocean and Polar Engineering Conference. San Francisco. CA,USA: IPC,2017:25-30.
[20] LIU M,ZHOU H,WANG B,et al. Strain-based design and assessment in critical areas of  pipeline systems with realistic anomalies[OL]. US DOT Contract No. DTPH56-14-H-00003,final report. https://primis.phmsa.dot.gov/matrix/PrjHome.rdm prj=556.
[21] LIU M,ZHOU H,WANG B,et al. Guidelines for Strain-based design and assessment (SBDA) of  pipeline segments[OL]. US DOT Contract No. DTPH56-14-H- 00003,guidelines. https://primis.phmsa.dot.gov/matrix/PrjHome.rdm?prj=556.
[22] WANG Y Y,SEN M, SONG P. Longitudinal stress limits in managing spans and other longitudinal loads[C]// Proceedings of the 11th International Pipeline Conference.Calgary,Alberta,Canada:IPC,2016:64533.

相似文献/References:

[1]王 颖.管道完整性管理技术的最新进展——2006年国际管道会议综述[J].焊管,2007,30(5):23.[doi:1001-3938(2007)05-0023-07]
 WANG Ying.The Latest Advance of Pipeline Integrity Management——Summary of 2006 International Pipeline Conference[J].,2007,30(2):23.[doi:1001-3938(2007)05-0023-07]
[2]任立元,任天翔,翁乐宁,等.管道防腐补口用热缩带固定片应力开裂探讨[J].焊管,2007,30(5):89.[doi:1001-3938(2007)05-0089-04]
 REN Li-yuan,REN Tian-xiang,WENG Le-ning,et al.Discussion on Stress Crack of Hot Shrinkalbe Belt Stator Used for Coating Repair of Pipeline[J].,2007,30(2):89.[doi:1001-3938(2007)05-0089-04]
[3]张 华,赵新伟,罗金恒,等.基于灰色关联度法的管道临界屈曲应变影响因素分析[J].焊管,2008,31(2):77.[doi:1001-3938(2008)02-0077-05]
 ZHANG Hua,ZHAO Xin-wei,LUO Jin-heng,et al.Discussion of the Influencing Factor on the Critical Buckling Strain for Pipelines Based on Gray Correlation Analysis[J].,2008,31(2):77.[doi:1001-3938(2008)02-0077-05]
[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.[doi:1001-3938(2008)05-0009-07]
 SHUAI Jian,WANG Xiao-lin,ZUO Shang-zhi.Breakage Action and Defend Measures to Pipeline under Geological Disaster[J].,2008,31(2):9.[doi:1001-3938(2008)05-0009-07]
[5]张 华,赵新伟,罗金恒,等.基于量纲分析的管道临界屈曲应变准则研究[J].焊管,2008,31(6):90.[doi:1001-3938(2008)06-0090-04]
 ZHANG Hua,ZHAO Xin-wei,LUO Jin-heng,et al.Research on the Critical Buckling Strain Critirrion for Pipeline Based on Dimension Analysis[J].,2008,31(2):90.[doi:1001-3938(2008)06-0090-04]
[6]方 炯,孙华峰,孙 丽,等.管道内外防腐材料探讨[J].焊管,2009,32(1):33.[doi:1001-3938(2009)01-0033-04]
 FANG Jiong,SUN Hua-feng,SUN Li,et al.Discussion on Inside and Outside Anticorrosion Materials of Pipelines[J].,2009,32(2):33.[doi:1001-3938(2009)01-0033-04]
[7]康云锋,郭 江,何国栋,等.投影寻踪聚类模型在优选油气管道设计方案中的应用[J].焊管,2009,32(3):61.[doi:1001-3938(2009)03-0061-03]
 KANG Yun-feng,GUO Jiang,HE Guo-dong,et al.Application in Optimizing Oil and Gas Pipeline Design Project of Projection Pursuiting Clustering Model[J].,2009,32(2):61.[doi:1001-3938(2009)03-0061-03]
[8]项阳.管道环焊缝全自动超声波探伤系统的软件开发[J].焊管,2009,32(5):36.[doi:1001-3938(2009)05-0036-03]
 XIANG Yang.Software Development of Pipeline Circumferential Weld Automatic Ultrasonic Detecting System[J].,2009,32(2):36.[doi:1001-3938(2009)05-0036-03]
[9]冯拉俊,李光照,史惠辉,等.冷喷涂聚乙烯防腐涂层的研究[J].焊管,2009,32(7):26.[doi:1001-3938(2009)07-0026-04]
 FENG La-jun,LI Guang-zhao,SHI Hui-hui,et al.Research on Cold Spraying Polyethylene Coating Layer[J].,2009,32(2):26.[doi:1001-3938(2009)07-0026-04]
[10]李晓红,康勇.基于应变设计管道环焊缝缺陷评估[J].焊管,2009,32(7):65.[doi:1001-3938(2009)07-0065-03]
 LI Xiao-hong,Kang Yong.Girth Weld Defects Assessment of Strain-based Design Pipelines[J].,2009,32(2):65.[doi:1001-3938(2009)07-0065-03]

备注/Memo

备注/Memo:

收稿日期:2019-06-03

作者简介:徐   婷(1981—),女,硕士,高级工程师,主要从事石油管工程标准化工作。

更新日期/Last Update: 2020-04-03