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[1]杨政龙,余建星,段晶辉,等.基于落物损伤的全尺寸海底管道压溃实验及数值模拟[J].天津大学学报(自然科学版),2018,(12):1260-1265.[doi:10.11784/tdxbz201712024]
 Yang Zhenglong,Yu Jianxing,Duan Jinghui,et al.Experiment and Numerical Simulation for Full-Scale Submarine Pipeline with Impact Damage[J].Journal of Tianjin University,2018,(12):1260-1265.[doi:10.11784/tdxbz201712024]
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基于落物损伤的全尺寸海底管道压溃实验及数值模拟

参考文献/References:

[1] 杨秀娟, 闫涛, 修宗祥, 等. 海底管道受坠物撞击时的弹塑性有限元分析[J]. 工程力学, 2011, 28(6):189-194.
Yang Xiujuan, Yan Tao, Xiu Zongxiang, et al. Elastic-plastic finite element analysis of submarine pipeline impacted by dropped objects[J]. Engineering Mechanics, 2011, 28(6):189-194(in Chinese).
[2] Palmer A, Touhey M, Si H, et al. Full-scale impact tests on pipelines[J]. International Journal of Impact Engineering, 2006, 32(8):1267-1283.
[3] Alexander C. Assessing the effects of impact forces on subsea flowlines and pipelines[C]//ASME 2007, International Conference on Offshore Mechanics and Arctic Engineering. San Diego, CA, USA, 2007:417-427.
[4] 海洋石油工程股份有限公司. 深水水下应急维修调研报告[R]. 天津:国家重大专项 27-005-001-003-RPT-GE-001, 2015.
Offshore Oil Co Ltd. The Survey Report for the Deep-Water Emergency Maintenance[R]. Tianjin:National Science and Technology Major Project 27-005-001-003-RPT-GE-001, 2015(in Chinese).
[5] Estefen S F. Collapse behavior of intact and damaged deepwater pipelines and the influence of the reeling method of installation[J]. Journal of Constructional Steel Research, 1999, 50(2):99-114.
[6] He T, Duan M, An C. Prediction of the collapse pressure for thick-walled pipes under external pressure[J].
Applied Ocean Research, 2014, 47(9):199-203.
[7] Xue Jianghong. A non-linear finite-element analysis of buckle propagation in subsea corroded pipelines[J]. Finite Elements in Analysis and Design, 2006, 42(14/15):1211-1219.
[8] Netto T A, Ferraz U S, Botto A. On the effect of corrosion defects on the collapse pressure of pipelines[J]. International Journal of Solids & Structures, 2007, 44(22):7597-7614.
[9] Benjamin A C, Freire J L F, Vieira R D, et al. Interaction of corrosion defects in pipelines-Part 1:Fundamentals[J]. International Journal of Pressure Vessels & Piping, 2016, 144:56-62.
[10] Benjamin A C, Freire J L F, Vieira R D, et al. Interaction of corrosion defects in pipelines-Part 2:MTI JIP database of corroded pipe tests[J]. International Journal of Pressure Vessels & Piping, 2016, 145:41-59.
[11] Fan Z, Yu J, Sun Z, et al. Effect of axial length parameters of ovality on the collapse pressure of offshore pipelines[J]. Thin-Walled Structures, 2017, 116:19-25.
[12] 余建星, 卞雪航, 余杨, 等. 深水海底管道全尺寸压溃实验及数值模拟[J]. 天津大学学报, 2012, 45(2):154-159.
Yu Jianxing, Bian Xuehang, Yu Yang, et al. Full-scale collapse test and numerical simulation of deepwater pipeline[J]. Journal of Tianjin University, 2012, 45(2):154-159(in Chinese).
[13] Lee L H, Kyriakides S. On the arresting efficiency of slip-on buckle arrestors for offshore pipelines[J]. International Journal of Mechanical Sciences, 2004, 46(7):1035-1055.
[14] Toscano R G, Mantovano L O, Amenta P M, et al. Collapse arrestors for deepwater pipelines. Cross-over mechanisms[J]. Computers & Structures, 2008, 86(7/8):728-743.
[15] Khalilpasha H, Albermani F. Hyperbaric chamber test of subsea pipelines[J]. Thin-Walled Structures, 2013, 71(13):1-6.
[16] Gong S, Sun B, Bao S, et al. Buckle propagation of offshore pipelines under external pressure[J]. Marine Structures, 2012, 29(1):115-130.
[17] Toscano R G, Timms C M, Dvorkin E N, et al. Determination of the collapse and propagation pressure of ultra-deepwater pipelines[C]//ASME 2003, Interna-tional Conference on Offshore Mechanics and Arctic Engineering. Cancun, Mexico, 2003:721-729.

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备注/Memo

收稿日期: 2017-12-15; 修回日期: 2018-01-11.
作者简介: 杨政龙(1988—), 男, 博士研究生, uujoey@163.com.
通讯作者: 余杨, yang.yu@tju.edu.cn.
基金项目: 国家重点基础研究发展计划(973计划)资助项目(2014CB046804); 国家自然科学基金资助项目(51239008); 国家科技重大专项资助项目(2016ZX05028005-004).
Supported by the National Basic Research Program of China(No.,2014CB046804), the National Natural Science Foundation of China (No.,51239008)and the National Science and Technology Major Project(No.,2016ZX05028005-004).

更新日期/Last Update: 2018-12-10