[1]帅健. 管道及储罐强度设计[M]. 北京: 石油工业出版社,2016: 121-131.
[2]WANG Y Z, ZHOU L C. Spatial distribution and mechanism of geological hazards along the oil pipeline planned in western China[J]. Engineering Geology 1999, 51(3): 195-201.
[3]BRAUN J, MAJOR G, WEST D O, et al. Geologic hazards evaluation boosts risk-management program for Western U.S. pipeline[J].Oil & Gas Journal, 1998, 96(45):73-79.
[4]CHEN H, JI L, GONG S, et al. Deformation behavior prediction of X80 steel line pipe and implication on high strain pipe specification[C]// International Pipeline Conference. 2008:639-648..
[5]KANG K B, YOO J Y, AHN S S, et al. Buckling behavior of API- X80 linepipe[C]//The seventeenth International Offshore and Polar Engineering Conference,Lisbon,Portugal,July 1-6,2007:53-59.
[6]帅义, 帅健, 苏丹丹. 企业级管道完整性管理体系构建模式[J]. 中国安全科学学报, 2016, 26(7):147-151.SHUAI Yi, SHUAI Jian, SU Dandan. Mode of constructing pipeline integrity management system for enterprises[J].China Safety Science Journal,2016, 26(7):147-151.
[7]王国丽, 管伟, 韩景宽,等. X100、X90管线钢管在高压输气管道中应用的方案研究[J]. 石油规划设计,2015, 26(2):1-6.WANG Guoli, GUAN Wei, HAN Jingkuan, et al.Application research on XI00 and X90 steel in the high pressure gas pipeline[J]. Petroleum Planning & Engineering, 2015, 26(2):1-6.
[8]MOHITPOUR M,GOLSHAN H,MURRAY A.Pipeline design and construction:a practical approach[M].New York :American Society of Mechanical Engineers,2007.
[9]DOREY A B, MURRAY D W, CHENG J J R. Material property effects on critical buckling strains in energy pipe lines[C]// International Pipeline Conference, 2002:475-484.
[10]SUZUKI N, MURAOKA R, GLOVER A, et al. Local buckling behavior of X100 linepipes[C]// ASME 2003, International Conference on Offshore Mechanics and Arctic Engineering, 2003.
[11]DAMA E, KARAMANOS S A, GRESNIGT A M. Failure of locally buckled pipelines[J]. Journal of Pressure Vessel Technology, 2007, 129(2):272-279.
[12]ZHOU Z L, MURRAY D W. Analysis of postbuckling behavior of line pipe subjected to combined loads[J]. International Journal of Solids and Structures, 1995, 32(20): 3015-3036.
[13]GONG S F, NI X Y, YUAN L, et al. Buckling response of offshore pipelines under combined tension and bending[J]. Structural Engineering & Mechanics, 2012, 41(6): 805-822.
[14]ZIMMERMAN T, TIMMS C, XIE J, et al. Buckling resistance of large diameter spiral welded linepipe[C]// International Pipeline Conference, 2004:365-373.
[15]BRUSCHI R, MONT P, BOLZONI G, et al. Finite element method as numerical laboratory for analyzing pipeline response under internal pressure, axial load, bending moment.[C]// International Conference on Offshore Mechanics and Arctic Engineering, 1996:389-401.
[16]KUMAR S, BHARGAVA P K. Parameters affecting the buckling and post-Buckling behaviour of high strength pipelines[C]// ASME 2009, International Conference on Ocean, Offshore and Arctic Engineering, 2009:40-47.
[17]FATEMI A, KENNY S, SEN M, et al. Investigations on the local buckling response of high strength linepipe[C]// International Pipeline Conference, 2008:649-656.
[18]全恺,周晴莎.输气管道在走滑断层作用下的屈曲有限元研究[J]. 应用力学学报, 2017, 34(4):767-773. QUAN Kai, ZHOU Qingsha. Finite element study of buckling response of gas pipeline under strike-slip fault movements[J].Chinese Journal of Applied Mechanics,2017,34(4):767-773.
[19]王鹏, 王峰会. 内压和侧压作用下管道的屈曲分析[J]. 石油矿场机械,2008,37(8):18-21.WANG Peng,WANG Fenghui. Analysis of buckling pipelines due to internal pressure and lateral pressure[J]. Oil Field Equipment, 2008, 37(8): 18-21.
[20]蔡克, 杨锋平, 罗金恒. 天然气管道的屈曲变形模拟[J]. 油气储运, 2013, 32(4):402-405.CAI Ke, YANG Fengping, LUO Jinheng. Simulation on buckling deformation of natural gas pipeline[J]. Oil & Gas Storage and Transportation, 2013, 32(4): 402-405.