[1]刘鹏,黄维和,李玉星,等.连续塌陷下埋地钢管力学响应研究[J].油气储运,2021,40(09):1017-1026.[doi:10.6047/j.issn.1000-8241.2021.09.007]
 LIU Peng,HUANG Weihe,LI Yuxing,et al.Research on mechanical response of buried steel pipelines under continuous collapse[J].Oil & Gas Storage and Transportation,2021,40(09):1017-1026.[doi:10.6047/j.issn.1000-8241.2021.09.007]
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连续塌陷下埋地钢管力学响应研究

参考文献/References:

[1] 国家能源局石油天然气司,国务院发展研究中心资源与环境政策研究所,自然资源部油气资源战略研究中心. 中国天然气发展报告(2020)[M]. 北京:石油工业出版社,2020:3-5.
Petroleum and Natural Gas Department of State Energy Administration,Institute of Resources and Environmental Policy,Development Research Center of the State Council,Strategic Research Center for Oil and Gas Resources,MNR. China natural gas development report (2020)[M]. Beijing:Petroleum Industry Press,2020:3-5.
[2] 张杰. 典型地质灾害下油气管道力学行为研究[D]. 成都:西南石油大学,2016.
ZHANG J. Mechanical behavior of oil and gas pipelines under typical geological disasters[D]. Chengdu:Southwest Petroleum University,2016.
[3] 梁政. 石油工程中的若干力学问题[M]. 北京:石油工业出版社,1999:1-44.
LIANG Z. Some mechani c a l probl ems in petroleum engineering[M]. Beijing:Petroleum Industry Press,1999:1-44.
[4] 高惠瑛,冯启民. 场地沉陷埋地管道反应分析方法[J]. 地震工程与工程振动,1997,17(1):69-76.
GAO H Y,FENG Q M. Response analysis for buried pipelines through settlement zone[J]. Earthquake Engineering and Engineering Vibration,1997,17(1):69-76.
[5] 尚尔京,于永南. 地层塌陷区段埋地管道变形与应力分析[J]. 西安石油大学学报(自然科学版),2009,24(4):46-49,57.
SHANG E J,YU Y N. Deformation and stress analysis of the buffed pipeline in formation collapse region[J]. Journal of Xi'an Shiyou University (Natural Science),2009,24(4):46-49,57.
[6] 王同涛,闫相祯,杨秀娟. 基于弹塑性地基模型的湿陷性黄土地段悬空管道受力分析[J]. 中国石油大学学报(自然科学版),2010,34(4):113-118.
WANG T T,YAN X Z,YANG X J. Force analysis of suspended pipeline in collapsible loess areas based on elastic-plastic foundation model[J]. Journal of China University of Petroleum (Edition of Natural Science),2010,34(4):113-118.
[7] 王晓霖,帅健,张建强. 开采沉陷区埋地管道力学反应分析[J]. 岩土力学,2011,32(11):3373-3378,3386.
WANG X L,SHUAI J,ZHANG J Q. Mechanical response analysis of buried pipeline crossing mining subsidence area[J]. Rock and Soil Mechanics,2011,32(11):3373-3378,3386.
[8] 刘全林. 地埋管道与土相互作用平面分析与计算方法[J]. 岩土力学,2007,28(1):83-88.
LIU Q L. Calculating method and analysis of plane strain question of interaction between buried pipe and soil[J]. Rock and Soil Mechanics,2007,28(1):83-88.
[9] 张土乔,李洵,吴小刚. 地基差异沉降时管道的纵向力学性状分析[J]. 中国农村水利水电,2003(7):46-48.
ZHANG T Q,LI X,WU X G. Analysis of longitudinal mechanical properties for pipeline during foundation uneven settlement[J]. China Rural Water and Hydropower,2003(7):46-48.
[10] 关惠平,姚安林,谢飞鸿,么惠全,冯伟. 采空塌陷区管道最大轴向应力计算及统计分析[J]. 天然气工业,2009,29(11):100-103.
GUAN H P,YAO A L,XIE F H,ME H Q,FENG W. Calculation and statistical analysis of maximal axial stress at mining subsidence area[J]. Natural Gas Industry,2009,29(11):100-103.
[11] 柳春光,史永霞. 沉陷区域埋地管线数值模拟分析[J]. 地震工程与工程振动,2008,28(4):178-183.
LIU C G,SHI Y X. Numerical analysis of buried pipelines subjected to the settlement[J]. Earthquake Engineering and Engineering Vibration,2008,28(4):178-183.
[12] 金浏,王苏,杜修力. 场地沉陷作用下埋地管道屈曲反应分析[J]. 世界地震工程,2011,27(2):142-147.
JIN L,WANG S,DU X L. Buckling response analysis of buried pipelines subjected to the site soil settlement[J]. World Earthquake Engineering,2011,27(2):142-147.
[13] LUO X P,LU S L,SHI J F,LI X,ZHENG J Y. Numerical simulation of strength failure of buried polyethylene pipe under foundation settlement[J]. Engineering Failure Analysis,2015,48:144-152.
[14] WU Y,YOU X,ZHA S X. Mechanical behavior analysis of buried polyethylene pipe under land subsidence[J]. Engineering Failure Analysis,2020,108:104351.
[15] ZHANG J,LIANG Z,HAN C J. Numerical modeling of mechanical behavior for buried steel pipelines crossing subsidence strata[J]. PLoS One,2015,10(6):e0130459.
[16] FENG X,LI H Z,CHEN B Z,ZHAO L,ZHOU J. Numerical investigations into the failure mode of buried prestressed concrete cylinder pipes under differential settlement[J]. Engineering Failure Analysis,2020,111:104492.
[17] 陈志磊. 地基沉陷引起地下PE 管道变形破坏的试验与分析[D]. 太原:太原理工大学,2013.
CHEN Z L. Experimental research and analysis of the pipeline deformation mechanism caused by subsoil settlement[D]. Taiyuan:Taiyuan University of Technology,2013.
[18] 张旭. 由于地基沉降引起柔性管线的内力和变形的试验研究[D]. 太原:太原理工大学,2013.
ZHANG X. The experiment of deformation and internal force of soft pipeline caused by subsoil settlement[D]. Taiyuan:Taiyuan University of Technology,2013.
[19] 徐平. 采动沉陷影响下埋地管道与土相互作用及力学响应研究[D]. 徐州:中国矿业大学,2015.
XU P. Study on the buried pipeline-soil interaction and its mechanical response by mining subsidence[D]. Xuzhou:China University of Mining and Technology,2015.
[20] 周敏,杜延军,王非,尤佺,董冬冬. 地层沉陷中埋地HDPE 管道力学状态及模型试验分析[J]. 岩土工程学报,2016,38(2):253-262.
ZHOU M,DU Y J,WANG F,YOU Q,DONG D D. Physical modeling of mechanical responses of HDPE pipes and subsurface settlement caused by land subsidence[J]. Chinese Journal of Geotechnical Engineering,2016,38(2):253-262.
[21] 周敏,杜延军,王非,尤佺,董冬冬. 地层沉陷过程中埋地高密度聚乙烯(HDPE)管道力学行为研究[J]. 岩石力学与工程学报,2017,36(增刊2):4177-4187.
ZHOU M,DU Y J,WANG F,YOU Q,DONG D D. Mechanical response of buried HDPE pipes subjected to localized land subsidence[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(S2):4177-4187.
[22] 丁楠,李厚补,古兴瑾,朱永凯,吴燕. 非金属智能连续管拉伸层力学特性研究[J]. 石油机械,2020,48(11):119-125.
DING N,LI H B,GU X J,ZHU Y K,WU Y. Study on the mechanical properties of the tensile layer of non-metallic intelligent coiled tubing[J]. China Petroleum Machinery,2020,48(11):119-125.
[23] 张冠军,齐国权,戚东涛. 非金属及复合材料在石油管领域应用现状及前景[J]. 石油科技论坛,2017,36(2):26-31,37.
ZHANG G J,QI G Q,QI D T. Present conditions and prospect for application of non-metallic and composite materials for oil pipeline[J]. Petroleum Science and Technology Forum,2017,36(2):26-31,37.
[24] 李晓平,李愚,王茀玺,崔可心,周艳红. 非金属复合材料管道综述[J]. 石油工业技术监督,2017,33(10):1-4.
LI X P,LI Y,WANG F X,CUI K X,ZHOU Y H. A review of nonmetallic composite pipes[J]. Technology Supervision in Petroleum Industry,2017,33(10):1-4.
[25] 刘鹏,李玉星,张宇,孙明源,张玉,张炎. 典型地质灾害下埋地管道的应力计算[J]. 油气储运,2021,40(2):157-165.
LIU P,LI Y X,ZHANG Y,SUN M Y,ZHANG Y,ZHANG Y. Stress calculation of buried pipelines affected by typical geological hazards[J]. Oil & Gas Storage and Transportation,2021,40(2):157-165.

备注/Memo

收稿日期:2021-05-29;修回日期:2021-07-12;编辑:张腾
基金项目:国家重点研发计划项目“油气管道及储运设施安全风险评价技术研究”,2016YFC0802104。
作者简介:刘鹏,男,1995 年生,在读博士生,2018 年毕业于中国石油大学(华东)油气储运工程专业,现主要从事天然气管道安全方向的研究工作。地址:山东省青岛市黄岛区长江西路66 号,266580。电话:17854227668。Email:b18060022@s.upc.edu.cn
通信作者:李玉星,男,1970 年生,教授,博士生导师,1997 年博士毕业于中国石油大学(北京)油气储运工程专业,现主要从事油气及特殊气体管输技术研究工作。地址:山东省青岛市黄岛区长江西路66 号,266580。电话:0532-86981818。Email:liyx@upc.edu.cn

更新日期/Last Update: 2021-09-25