[1]张羽翀,李龙,黄鑫,等.冻土区坡体蠕滑作用下管道应力数值计算[J].油气储运,2021,40(02):185-191.[doi:10.6047/j.issn.1000-8241.2021.02.010]
 ZHANG Yuchong,LI Long,HUANG Xin,et al.Stress numerical calculation of pipeline subjected to slope creep in frost area[J].Oil & Gas Storage and Transportation,2021,40(02):185-191.[doi:10.6047/j.issn.1000-8241.2021.02.010]
点击复制

冻土区坡体蠕滑作用下管道应力数值计算

参考文献/References:

[1] 陈友昌,籍程,黄建忠,刘畅.冻土区埋地油气管道应变监测及预报系统[J].中国地质灾害与防治学报,2011,22(4):122-126. CHEN Y C, JI C, HUANG J Z, LIU C. Strain monitoring and prediction system for the buried pipeline in permafrost area[J]. The Chinese Journal of Geological Hazard and Control, 2011, 22(4): 122-126.
[2] 王洪彬,李军,李燕.浅谈冻土地段对管道敷设的影响及防治措施[J].天然气与石油,2006,24(2):9-11. WANG H B, LI J, LI Y. Discussions on effects of frozen earth on pipelines and prevention measures[J]. Natural Gas and Oil, 2006, 24(2): 9-11.
[3] 贺剑君,冯伟,刘畅.基于管道应变监测的滑坡灾害预警与防治[J].天然气工业,2011,31(1):100-103. HE J J, FENG W, LIU C. Early warning and prevention of landslide based on the pipe strain monitoring[J]. Natural Gas Industry, 2011, 31(1): 100-103.
[4] 许学瑞,帅健,肖伟生.滑坡多发区管道应变监测应变计安装方法[J].油气储运,2010,29(10):780-784. XU X R, SHUAI J, XIAO W S. The installation method of strain gage used to monitor pipeline strain in landslide-prone areas[J]. Oil & Gas Storage and Transportation, 2010, 29(10): 780-784.
[5] 徐丽霞,李伟煜,刘战捷,朱小溪,李大海,周双锋,等.双向残余应力的超声检测及其对比性研究[J].无损检测,2019,41(8):16-19. XU L X, LI W Y, LIU Z J, ZHU X X, LI D H, ZHOU S F, et al. Ultrasonic detection of the two-way residual stress and its comparative study[J]. Non-Destructive Testing, 2019, 41(8): 16-19.
[6] 何祖娟,王宇,吕发,兰光友,王泽明,唐彬,等.耦合状态,厚度以及热处理工艺对Q345钢超声检测应力系数K的影响[J].大型铸锻件,2019(3):25-28. HE Z J, WANG Y, LYU F, LAN G Y, WANG Z M, TANG B, et al. Influence of coupling state, thickness and heat treatment process on ultrasonic stress coefficient K of Q345 steel[J]. Heavy Casting and Forging, 2019(3): 25-28.
[7] 杨理践,孙宏亮,高松巍,刘斌,何璐瑶.基于矫顽力的钢板应力检测技术[J].无损检测,2018,40(3):5-9. YANG L J, SUN H L, GAO S W, LIU B, HE L Y. The stress detection technology of steel plate based on coercivity[J]. Non-Destructive Testing, 2018, 40(3): 5-9.
[8] 李伟煜,徐丽霞,刘硕,刘战捷,杨耀东,周双锋.平面双向残余应力的超声检测[J].无损检测,2017,39(5):86-91. LI W Y, XU L X, LIU S, LIU Z J, YANG Y D, ZHOU S F. Ultrasonic testing of the biaxial residual stress of plane field[J]. Non-Destructive Testing, 2017, 39(5): 86-91.
[9] 冯伟,黄建忠.滑坡变形对输气管道安全的影响分析[J].中国地质灾害与防治学报,2009,20(1):51-54. FENG W, HUANG J Z. The monitoring of a landslide disasters and buried pipeline[J]. The Chinese Journal of Geological Hazard and Control, 2009, 20(1): 51-54.
[10] YUAN F, LI L L, GUO Z, WANG L Z. Landslide impact on submarine pipelines:analytical and numerical analysis[J]. Journal of Engineering Mechanics, 2014, 141(2): 04014109.
[11] XU L G, LIN M. Numerical study on critical axial forces of upheaval buckling for initially stressed submarine pipelines on uneven seabed[J]. Ocean Engineering, 2017, 145(15): 344-358.
[12] XU L G, LIN M. On the critical axial forces of upheaval buckling for imperfect submarine pipelines[J]. Engineering Structures, 2017, 147: 692-704.
[13] XU L, LIN M. Numerical modeling of the configuration of a long-distance free-spanning submarine pipeline on an uneven seabed[J]. International Journal of Offshore and Polar Engineering, 2017, 27(1): 102-111.
[14] 许雷阁,林缅.基于向量式有限元方法的长输海底管道不平整度分析[J].油气储运,2016,35(2):208-214. XU L G, LIN M. Bottom roughness analysis of long-distance subsea pipeline using the VFIFE method[J]. Oil & Gas Storage and Transportation, 2016, 35(2): 208-214.
[15] XU L G, LIN M. Analysis of buried pipelines subjected to reverse fault motion using the vector form intrinsic finite element method[J]. Soil Dynamics and Earthquake Engineering, 2017, 93: 61-83.
[16] 许雷阁.向量式有限元方法在长输油气管道安全中的应用研究[D].北京:中国科学院大学,2016:1-104. XU L G. Using of the vector form intrinsic finite element method in long-distance pipeline safe study[D]. Beijing:University of Chinese Academy of Sciences, 2016: 1-104.
[17] 刘俊卿.基于向量式有限元方法研究地质灾害作用下埋地管道的力学响应[D].北京:中国科学院大学,2016:1-99. LIU J Q. The mechanical analysis of buried pipeline under geo-hazards based on vector form intrinsic finite element (VFIFE) method[D]. Beijing: University of Chinese Academy of Sciences, 2016: 1-99.
[18] LIU J Q, XU L G, LIN M. Simulation of a buried pipeline crossing strike-slip fault based on Vector Form Intrinsic Finite Element (VFIFE) method with fiber element model[C]. Rhodes:The 26th International Ocean and Polar Engineering Conference, 2016: 977-983.

相似文献/References:

[1]李睿 刘贺子 陈朋超 宋乔 张逸夫 赵晓利 李博 张新宇.冻土区管道弯曲应变及位移监测技术[J].油气储运,2017,36(预出版):1.
 LI Rui,LIU Hezi,CHEN Pengchao,et al.Bending strain and displacement monitoring technology for pipelines in permafrost zones[J].Oil & Gas Storage and Transportation,2017,36(02):1.
[2]李睿,刘贺子,陈朋超,等.冻土区管道弯曲应变及位移监测方法[J].油气储运,2017,36(4):393.[doi:10.6047/j.issn.1000-8241.2017.04.006]
 LI Rui,LIU Hezi,CHEN Pengchao,et al.Bending strain and displacement monitoring method for pipelines in permafrost zones[J].Oil & Gas Storage and Transportation,2017,36(02):393.[doi:10.6047/j.issn.1000-8241.2017.04.006]

备注/Memo

张羽翀,男,1975年生,工程师,2015年硕士毕业于兰州理工大学控制工程专业,现主要从事管道工程建设运营管理技术相关研究。地址:甘肃省兰州市安宁区枣林路76号,730070。电话:13893126863。Email:zhyuch@petrochina.com.cn
(收稿日期:2020-03-22;修回日期:2020-12-11;编辑:刘朝阳)

更新日期/Last Update: 2021-03-03