复杂荷载作用下海底腐蚀管线破坏机理研究进展
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摘要
腐蚀是引起海底管线破坏的一种重要原因。综述在内部工作压力和外部环境荷载作用下海底腐蚀管线破坏机理的研究,论述海底腐蚀管线在单一荷载和多种荷载联合作用下的破坏状态,并说明了当前研究的热点问题。最后,对该领域进一步的研究工作进行了展望。
Corrosion is one of the main factors causing the damage of submarine pipelines.The study on the damage mechanism of corroded submarine pipeline due to internal working pressure and external complex loadings is summarized in the paper.Failure analysis on the corroded submarine pipeline under single loading and multi loadings jointly exerted is discussed.Meanwhile,main issues in the study on the corroded submarine pipeline are presented.Finally,further works are proposed.
Corrosion is one of the main factors causing the damage of submarine pipelines.The study on the damage mechanism of corroded submarine pipeline due to internal working pressure and external complex loadings is summarized in the paper.Failure analysis on the corroded submarine pipeline under single loading and multi loadings jointly exerted is discussed.Meanwhile,main issues in the study on the corroded submarine pipeline are presented.Finally,further works are proposed.
引文
[1]王金英,赵冬岩.渤海海底管道工程的现状、特点和问题[J].石油学报,1993,14(4):134-140.
[2]MMS.Proceeding of the international workshop on the damage to underwater pipelines[R].New Orleans U.S.A.Minerals ManagementService,1995.
[3]夏兰廷,黄桂桥,张三平等著.金属材料的海洋腐蚀与防护[M].北京:冶金工业出版社,2003.
[4]方华灿.油气长输管线的安全可靠性分析[M].北京:石油工业出版社,2002.
[5]赵金州,喻西崇,李长俊.缺陷管道使用性评价技术[M].北京:中国石化出版社,2005.
[6]ASME B31G,Manual of determining the remaining strength of corroded pipelines[S].
[7]API RP579,Recommended practice for fitness-for-service[S].
[8]BS 7910,Guidance on the method for assessing the acceptability for flaws in fusion welded structure[S].
[9]DNV RP-F101,Recommend Practice corroded pipelines[S].
[10]CAN/CSA-Z184-M86,Gas pipeline system[S].
[11]Kinfer J F.Corroded pipe:strength and repair methods[A].Fifth Symposium Line Pipe Research Paper L1[C],USA,1971.
[12]Kinfer J F,Vieth PH.New method corrects criterion for evaluation corroded pipe[J].Oil and Gas Journal,1990,6:56-59.
[13]Bjφrnφy O H,Marley M J.Assessment of corroded pipelines:past,present and future[A].Proceedings of the Eleventh InternationalOffshore and Polar Engineering Conference[C],Stavanger,Norway,June,2001.
[14]Choi J B,Goo B K.Development of limit load solutions for corroded gas pipelines[J].International Journal of Pressure Vessels andPiping,2003,80:121-128.
[15]Zhu X K,Leis B N.Strength criteria and analytic predictions of failure pressure in corroded line pipes[A].Proceedings of the Thir-teenth International Offshore and Polar Engineering Conference[C],Honolulu,USA,May 2003,8-15.
[16]Zhu X K,Leis B N.Influence of yield-to-tensile strength ratio on failure assessment of corroded pipelines[J].Journal of Pressure Ves-sel Technology,2005,127:436-442.
[17]Lee O S,Kim H J.Effect of external corrosion in pipeline on failure prediction[J].Journal of the Korean Society of Precision Engi-neering,2000,2(1):48-54.
[18]Netto T A,Ferraz U S,Estefen S F.The effect of corrosion defects on the burst pressure of pipelines[J].Journal of ConstructionalSteel Research,2005,61:1185-1204.
[19]蔡文军,陈国明,潘东民.腐蚀管线剩余强度非线性分析[J].石油学报(自然学科版),1999,23(1):66-68.
[20]蔡文军,陈国明,潘东民.等.腐蚀管线剩余强度评估的研究进展[J].石油机械,1999,27(11):47-49.
[21]韩良浩,柳曾典.内压作用下局部减薄管道的极限荷载分析[J].压力容器,1998,4:1-4.
[22]Kanninen M F,Broek D,Hahn G T,et al.Toward an elastic fracture mechanics predictive capability for reactor piping[J].NuclearEngineer Design,1978,48:117-134.
[23]韩良浩,柳曾典.弯曲荷载作用下局部减薄管道的极限荷载分析[J].压力容器,1998,6:1-4.
[24]Han L H,He S Y.Limit moment of local wall thinning in pipe under bending[J].International Journal of Pressure Vessels and Pip-ing,1999,76:539-542.
[25]林冠发,李金波,仝明信,等.含缺陷管件的抗弯曲特性[J].钢铁,2005,40(12):41-45.
[26]Zheng M,Luo J H.Modified expression for estimation the limit bending moment of local corroded pipeline[J].International Journal ofPressure Vessels and Piping,2004,81:725-729.
[27]Miyazaki K,Kanno S,Ishiwata M,Hasegawa K,et al.Fracture behavior of carbon steel pipe with local wall thinning subjected tobending load[J].Nuclear Engineering and Design,1999,191:195-204.
[28]Miyazaki K,Kanno S,Ishiwata M,et al.Fracture and general yield for carbon steel pipes with local wall thinning[J].Nuclear Engi-neering and Design,2002,211:61-68.
[29]Ahn S H,Nam K W,Yoo Y S,et al.Fracture behavior of straight pipe and elbow with local wall thinning[J].Nuclear Engineeringand Design,2002,211:91-103.
[30]Ahn S H,Nam K W,Yoo Y S,et al.Comparison of experimental and finite element analytical results for the strength ad the deforma-tion of pipes with local wall thinning subjected to bending moment[J].Nuclear Engineering and Design,2006,236:140-155.
[31]Kim J W,Park C Y.Effect of length of thinning area on the failure behavior of carbon steel pipe containing a defect of wall thinning[J].Nuclear Engineering and Design,2003,220:274-284.
[32]沈士明,孙洪彬,郑逸翔.含腐蚀凹坑缺陷管道的极限载荷研究[J].石油机械,2000,28(10):23-26.
[33]沈士明,郑逸翔.含局部减薄缺陷管道的极限荷载与安全评定[J].石油机械,2004,32(6):17-20.
[34]Hauch S R,Bai Y.Bending moment capacity of pipes[J].Journal of Offshore Mechanics and Arctic Engineering,2000,122:243-252.
[35]Hauch S R,Bai Y.Bending moment capacity of groove corroded pipes[A].Proceeding of the Tenth International Offshore and PolarEngineering Conference[C].Seattle,USA,May,2000.
[36]Bai Y,Hauch S R.Collapse capacity of corroded pipes under combined pressure,Longitudinal Force and Bending[J].InternationalJournal of Offshore and Polar Engineering,2001,11(1):55-63.
[37]Bai Y,Hauch S R.Local buckling and plastic collapse of corroded pipes with yield anisotropy[A].Proceeding of the Ninth Interna-tional Offshore and Polar Engineering Conference[C].1999.
[38]Galambos T V.Guide to stability design criteria for metal structures[M].5th Edition,John Wiley&Sons,1998.
[39]Chouchaoui B A,Pick R J.Behaviour of circumferentially aligned corrosion pits[J].International Journal of Pressure Vessels and Pip-ing,1994,57:197-200.
[40]Chouchaoui B A,Pick R J.Behavior of longitudinally aligned corrosion pits[J].International Journal of Pressure Vessels and Piping,1996,67:17-35.
[41]Roy S,Grigory S C,Smith M,et al.Numerical simulations of full-scale corroded pipe tests with combined loading[J].Journal ofPressure Vessel Technology,1997,119(4):457-466.
[42]Alves J L Roehl D.Numerical Evaluation of load capacity of corroded pipes[A].International Conference on Pipeline Engineering andConstruction[C].2003.1228-1237.
[43]Grigory S C,Smith M Q.Residual strength of 48-inch diameter corroded pipe determined by full scale combined loading experiments[A].ASME International Pipeline Conference[C].1996.1:377-386.
[44]Shim D J,Choi J B,Kim Y J.Failure strength assessment of pipes with local wall thinning under combined loading based on finite ele-ment analyses[J].Journal of Pressure Vessel Technology,2004 126:179-183.
[45]Kim Y J,Shim D J,Lim H,et al.Reference stress based approach to predict failure strength of pipes with local wall thinning undersingle loading[J].Journal of Pressure Vessel Technology,2004 126:194-201.
[46]Shim D J,Kim Y J,Kim Y J.Reference stress based approach to predict failure strength of pipes with local wall thinning under com-bined loading[J].Journal of Pressure Vessel Technology,2005,127:77-83.
[47]周晶,李昕,马恒春,等.地震时海底悬跨管道动力特性试验研究[J].水利学报,2003,1:12-16.
[48]周晶,李昕,范颖芳.海底悬跨管线地震反应分析[J].工程力学(增刊),2003,10:131-144.
[49]李昕,刘亚坤,周晶,等.海底悬管道动力响应的实验研究和数值模拟[J].工程力学,2003,20:21-25.
[50]孙政策,段梦兰,张文,等.现用海底管线抗震设计方法存在问题和解决方法[J].振动工程学报,2004,17(3):263-268.
[51]孙政策,段梦兰,张文,等.地震波条件下海底管线抗震设计方法研究[J].石油学报,2005,25(2):115-121.
[52]Kalliontzis C.Numerical simulation of submarine pipelines in dynamic contact with a moving seabed[J].Earthquake Engineering andStructural Dynamics,1998,27:465-486.
[53]Kershenbaum N Y,Mebarkia S A,Choi H S.Behavior of marine pipelines under seismic faults[J].Ocean Engineering,2000,27:473-487.
[54]Miyazaki K,Nebu A,Ishiwata M,et al.Fracture strength and behavior of carbon steel pipes with local thing subjected to cyclic bend-ing load[J].Nuclear Engineering and Design,2002,214:127-136.
[55]Hasegawa K,Sakata K,Miyazaki K,et al.Fatigue strength for pipes with allowable flaws and design fatigue curve[J].InternationalJournal of Pressure Vessels and Piping,2002,79:37-44.
[56]Nakamura I,Otani A,Shiratori M.Failure behavior of piping systems with wall thinning under seismic loading[J].Journal of PressureVessel Technology,2004,126:85-90.
[57]侯宝容.海洋腐蚀环境理论及其应用[M].北京:科学出版社,1999.
[58]韩玉梅,韩恩厚,郑宇礼,等.X56管线钢的腐蚀疲劳试验研究[J].机械强度,1994,16(1):77-79.
[59]余建星,俞永情,李红涛,等.海底管跨涡激振动疲劳可靠性研究[J].船舶力学,2005,9(2):109-114.
[60]罗延生,方华灿.海底管线管跨段疲劳失效综合模糊评判模型的分析[J].中国海洋平台,1999,14(1):1-4.
[61]Xu T,Lauridsen B,Bai Y.Wave-induced fatigue of multi-span pipelines[J].Marine Structure,1999,12:83-106.
[62]Cronin D S.Assessment of corrosion damage in pipelines[D].PhD Thesis.Department of Mechanic Engineering,University ofWartoo,2000.
[63]Cronin D S,Roy J.Pick Prediction of the failure pressure for complex corrosion defects[J].International Journal of Pressure Vesselsand Piping,2002,79:279-287.
[64]Coulson K,Worthingham R.New guidelines promise more accurate damage assessment[J].Oil and Gas Journal,1990,88(16):41-45.
[65]Coulson K,Worthingham R.Standard damage-assessment approach is overly conservative[J].Oil and Gas Journal,1990,88(26):54-58.
[66]O’Grady T,Hisey D,Kiefner J.A systematic method for the evaluation of corroded pipelines[J].Pipeline Engineering,ASME1992,46:27-35.
[67]Hopkin P,Jones D G.A study of the behavior of long and complex-shaped corrosion in transmission pipelines[A].Proceedings of Off-shore Mechanic and Arctic engineering[C].1992.
[68]董事尔,何东升,张鹏,等.双点腐蚀管道的弹塑性有限元分析[J].机械,2005,32(9):20-22.
[2]MMS.Proceeding of the international workshop on the damage to underwater pipelines[R].New Orleans U.S.A.Minerals ManagementService,1995.
[3]夏兰廷,黄桂桥,张三平等著.金属材料的海洋腐蚀与防护[M].北京:冶金工业出版社,2003.
[4]方华灿.油气长输管线的安全可靠性分析[M].北京:石油工业出版社,2002.
[5]赵金州,喻西崇,李长俊.缺陷管道使用性评价技术[M].北京:中国石化出版社,2005.
[6]ASME B31G,Manual of determining the remaining strength of corroded pipelines[S].
[7]API RP579,Recommended practice for fitness-for-service[S].
[8]BS 7910,Guidance on the method for assessing the acceptability for flaws in fusion welded structure[S].
[9]DNV RP-F101,Recommend Practice corroded pipelines[S].
[10]CAN/CSA-Z184-M86,Gas pipeline system[S].
[11]Kinfer J F.Corroded pipe:strength and repair methods[A].Fifth Symposium Line Pipe Research Paper L1[C],USA,1971.
[12]Kinfer J F,Vieth PH.New method corrects criterion for evaluation corroded pipe[J].Oil and Gas Journal,1990,6:56-59.
[13]Bjφrnφy O H,Marley M J.Assessment of corroded pipelines:past,present and future[A].Proceedings of the Eleventh InternationalOffshore and Polar Engineering Conference[C],Stavanger,Norway,June,2001.
[14]Choi J B,Goo B K.Development of limit load solutions for corroded gas pipelines[J].International Journal of Pressure Vessels andPiping,2003,80:121-128.
[15]Zhu X K,Leis B N.Strength criteria and analytic predictions of failure pressure in corroded line pipes[A].Proceedings of the Thir-teenth International Offshore and Polar Engineering Conference[C],Honolulu,USA,May 2003,8-15.
[16]Zhu X K,Leis B N.Influence of yield-to-tensile strength ratio on failure assessment of corroded pipelines[J].Journal of Pressure Ves-sel Technology,2005,127:436-442.
[17]Lee O S,Kim H J.Effect of external corrosion in pipeline on failure prediction[J].Journal of the Korean Society of Precision Engi-neering,2000,2(1):48-54.
[18]Netto T A,Ferraz U S,Estefen S F.The effect of corrosion defects on the burst pressure of pipelines[J].Journal of ConstructionalSteel Research,2005,61:1185-1204.
[19]蔡文军,陈国明,潘东民.腐蚀管线剩余强度非线性分析[J].石油学报(自然学科版),1999,23(1):66-68.
[20]蔡文军,陈国明,潘东民.等.腐蚀管线剩余强度评估的研究进展[J].石油机械,1999,27(11):47-49.
[21]韩良浩,柳曾典.内压作用下局部减薄管道的极限荷载分析[J].压力容器,1998,4:1-4.
[22]Kanninen M F,Broek D,Hahn G T,et al.Toward an elastic fracture mechanics predictive capability for reactor piping[J].NuclearEngineer Design,1978,48:117-134.
[23]韩良浩,柳曾典.弯曲荷载作用下局部减薄管道的极限荷载分析[J].压力容器,1998,6:1-4.
[24]Han L H,He S Y.Limit moment of local wall thinning in pipe under bending[J].International Journal of Pressure Vessels and Pip-ing,1999,76:539-542.
[25]林冠发,李金波,仝明信,等.含缺陷管件的抗弯曲特性[J].钢铁,2005,40(12):41-45.
[26]Zheng M,Luo J H.Modified expression for estimation the limit bending moment of local corroded pipeline[J].International Journal ofPressure Vessels and Piping,2004,81:725-729.
[27]Miyazaki K,Kanno S,Ishiwata M,Hasegawa K,et al.Fracture behavior of carbon steel pipe with local wall thinning subjected tobending load[J].Nuclear Engineering and Design,1999,191:195-204.
[28]Miyazaki K,Kanno S,Ishiwata M,et al.Fracture and general yield for carbon steel pipes with local wall thinning[J].Nuclear Engi-neering and Design,2002,211:61-68.
[29]Ahn S H,Nam K W,Yoo Y S,et al.Fracture behavior of straight pipe and elbow with local wall thinning[J].Nuclear Engineeringand Design,2002,211:91-103.
[30]Ahn S H,Nam K W,Yoo Y S,et al.Comparison of experimental and finite element analytical results for the strength ad the deforma-tion of pipes with local wall thinning subjected to bending moment[J].Nuclear Engineering and Design,2006,236:140-155.
[31]Kim J W,Park C Y.Effect of length of thinning area on the failure behavior of carbon steel pipe containing a defect of wall thinning[J].Nuclear Engineering and Design,2003,220:274-284.
[32]沈士明,孙洪彬,郑逸翔.含腐蚀凹坑缺陷管道的极限载荷研究[J].石油机械,2000,28(10):23-26.
[33]沈士明,郑逸翔.含局部减薄缺陷管道的极限荷载与安全评定[J].石油机械,2004,32(6):17-20.
[34]Hauch S R,Bai Y.Bending moment capacity of pipes[J].Journal of Offshore Mechanics and Arctic Engineering,2000,122:243-252.
[35]Hauch S R,Bai Y.Bending moment capacity of groove corroded pipes[A].Proceeding of the Tenth International Offshore and PolarEngineering Conference[C].Seattle,USA,May,2000.
[36]Bai Y,Hauch S R.Collapse capacity of corroded pipes under combined pressure,Longitudinal Force and Bending[J].InternationalJournal of Offshore and Polar Engineering,2001,11(1):55-63.
[37]Bai Y,Hauch S R.Local buckling and plastic collapse of corroded pipes with yield anisotropy[A].Proceeding of the Ninth Interna-tional Offshore and Polar Engineering Conference[C].1999.
[38]Galambos T V.Guide to stability design criteria for metal structures[M].5th Edition,John Wiley&Sons,1998.
[39]Chouchaoui B A,Pick R J.Behaviour of circumferentially aligned corrosion pits[J].International Journal of Pressure Vessels and Pip-ing,1994,57:197-200.
[40]Chouchaoui B A,Pick R J.Behavior of longitudinally aligned corrosion pits[J].International Journal of Pressure Vessels and Piping,1996,67:17-35.
[41]Roy S,Grigory S C,Smith M,et al.Numerical simulations of full-scale corroded pipe tests with combined loading[J].Journal ofPressure Vessel Technology,1997,119(4):457-466.
[42]Alves J L Roehl D.Numerical Evaluation of load capacity of corroded pipes[A].International Conference on Pipeline Engineering andConstruction[C].2003.1228-1237.
[43]Grigory S C,Smith M Q.Residual strength of 48-inch diameter corroded pipe determined by full scale combined loading experiments[A].ASME International Pipeline Conference[C].1996.1:377-386.
[44]Shim D J,Choi J B,Kim Y J.Failure strength assessment of pipes with local wall thinning under combined loading based on finite ele-ment analyses[J].Journal of Pressure Vessel Technology,2004 126:179-183.
[45]Kim Y J,Shim D J,Lim H,et al.Reference stress based approach to predict failure strength of pipes with local wall thinning undersingle loading[J].Journal of Pressure Vessel Technology,2004 126:194-201.
[46]Shim D J,Kim Y J,Kim Y J.Reference stress based approach to predict failure strength of pipes with local wall thinning under com-bined loading[J].Journal of Pressure Vessel Technology,2005,127:77-83.
[47]周晶,李昕,马恒春,等.地震时海底悬跨管道动力特性试验研究[J].水利学报,2003,1:12-16.
[48]周晶,李昕,范颖芳.海底悬跨管线地震反应分析[J].工程力学(增刊),2003,10:131-144.
[49]李昕,刘亚坤,周晶,等.海底悬管道动力响应的实验研究和数值模拟[J].工程力学,2003,20:21-25.
[50]孙政策,段梦兰,张文,等.现用海底管线抗震设计方法存在问题和解决方法[J].振动工程学报,2004,17(3):263-268.
[51]孙政策,段梦兰,张文,等.地震波条件下海底管线抗震设计方法研究[J].石油学报,2005,25(2):115-121.
[52]Kalliontzis C.Numerical simulation of submarine pipelines in dynamic contact with a moving seabed[J].Earthquake Engineering andStructural Dynamics,1998,27:465-486.
[53]Kershenbaum N Y,Mebarkia S A,Choi H S.Behavior of marine pipelines under seismic faults[J].Ocean Engineering,2000,27:473-487.
[54]Miyazaki K,Nebu A,Ishiwata M,et al.Fracture strength and behavior of carbon steel pipes with local thing subjected to cyclic bend-ing load[J].Nuclear Engineering and Design,2002,214:127-136.
[55]Hasegawa K,Sakata K,Miyazaki K,et al.Fatigue strength for pipes with allowable flaws and design fatigue curve[J].InternationalJournal of Pressure Vessels and Piping,2002,79:37-44.
[56]Nakamura I,Otani A,Shiratori M.Failure behavior of piping systems with wall thinning under seismic loading[J].Journal of PressureVessel Technology,2004,126:85-90.
[57]侯宝容.海洋腐蚀环境理论及其应用[M].北京:科学出版社,1999.
[58]韩玉梅,韩恩厚,郑宇礼,等.X56管线钢的腐蚀疲劳试验研究[J].机械强度,1994,16(1):77-79.
[59]余建星,俞永情,李红涛,等.海底管跨涡激振动疲劳可靠性研究[J].船舶力学,2005,9(2):109-114.
[60]罗延生,方华灿.海底管线管跨段疲劳失效综合模糊评判模型的分析[J].中国海洋平台,1999,14(1):1-4.
[61]Xu T,Lauridsen B,Bai Y.Wave-induced fatigue of multi-span pipelines[J].Marine Structure,1999,12:83-106.
[62]Cronin D S.Assessment of corrosion damage in pipelines[D].PhD Thesis.Department of Mechanic Engineering,University ofWartoo,2000.
[63]Cronin D S,Roy J.Pick Prediction of the failure pressure for complex corrosion defects[J].International Journal of Pressure Vesselsand Piping,2002,79:279-287.
[64]Coulson K,Worthingham R.New guidelines promise more accurate damage assessment[J].Oil and Gas Journal,1990,88(16):41-45.
[65]Coulson K,Worthingham R.Standard damage-assessment approach is overly conservative[J].Oil and Gas Journal,1990,88(26):54-58.
[66]O’Grady T,Hisey D,Kiefner J.A systematic method for the evaluation of corroded pipelines[J].Pipeline Engineering,ASME1992,46:27-35.
[67]Hopkin P,Jones D G.A study of the behavior of long and complex-shaped corrosion in transmission pipelines[A].Proceedings of Off-shore Mechanic and Arctic engineering[C].1992.
[68]董事尔,何东升,张鹏,等.双点腐蚀管道的弹塑性有限元分析[J].机械,2005,32(9):20-22.
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