深水钻井隔水管系统动力响应及力学耦合行为
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摘要
海洋深水资源钻探是当前国内外最前沿的钻井技术之一,由于深水钻井平台处于恶劣、复杂的海洋环境中,海上钻井相比陆上钻井具有难度大、要求高等特点。本文研究对象是与海洋深水钻井工程关系密切的部件——深水钻井隔水管。深水钻井隔水管是连接海上平台与海底井口的重要结构,同时也是易受海流破坏的关键部件。随着作业水深增加,隔水管长度加长,隔水管受力状态变得更加复杂,隔水管疲劳破坏问题日渐突出,因此深水钻井隔水管系统力学分析是一项重要的研究课题。本文系统开展了深水钻井隔水管系统动力响应及力学耦合行为的研究工作,主要研究内容包括:
     (1)深水钻井隔水管横向振动响应分析
     分析并计算影响隔水管横向振动的各种海洋环境载荷,如海流、波浪、海风、海潮、海冰等,再根据深水隔水管小应变大变形的受力变形特点,应用达朗贝尔原理建立考虑钻柱影响的深水隔水管横向振动数学模型,应用有限差分数值法对深水隔水管的受力变形情况进行数值模拟计算分析。
     (2)深水钻井隔水管横向振动敏感性因素分析
     影响深水隔水管动力响应的因素较多,如隔水管顶部张力、海流波浪运动参数、平台漂移、隔水管辅助结构等。本文从隔水管系统的顶部张力变化、隔水管浮力块安放、波浪运动周期,以及钻井平台漂移情况对深水隔水管动力响应进行敏感性因素分析,分析结果可以为隔水管设计提供理论依据。
     (3)考虑辅助管线影响下深水钻井隔水管涡激效果分析与评价
     应用数值模拟软件—FLUENT对海洋深水隔水管涡激振动效果进行数值模拟分析,本文主要模拟分析影响涡激效果的两个参数:与海水流向垂直涡激的升力系数和顺流向涡激的阻力系数,以此作为分析及评价隔水管涡激效果。首先,模拟单圆柱绕流下隔水管涡激振动响应,模拟结果与经典实验结果基本一致,验证模拟条件的准确性;然后,重点研究辅助管线如何影响隔水管涡激振动,通过分析涡激振动的升力和阻力系数,并应用频谱响应分析方法对模拟结果进行数据处理,给出了辅助管线影响下隔水管涡脱落定量描述。
     (4)深水钻井隔水管与顶部张力系统耦合分析
     深水钻井隔水管除了受钻井船的升沉、横摇、纵摇等因素的影响外,顶部张力系统也会对隔水管顶部产生两个方向的横向激励,即平面内运动和离面运动激励。本文建立了顶部张力系统与隔水管耦合作用模型,该模型考虑了实测海洋浮体的运动响应,为准确分析考虑顶部张力系统作用下深水钻井隔水管运动响应提供一种方法。
     (5)深水钻井隔水管与内部作业钻柱耦合分析
     深水钻井隔水管动力响应的另外一个重要影响因素即为钻柱的作用。通常情况下,隔水管内部钻柱有两种运动状态,即绕钻柱自身旋转的自转,以及绕隔水管内壁旋转的公转,同时还伴随着钻柱振动。本文根据力平衡原理,建立一种钻柱与隔水管耦合作用数学模型,给出模型求解方法,并对钻柱的影响效果进行评价与分析。
     (6)考虑应力比条件下深水钻井隔水管疲劳寿命分析
     深水隔水管在复杂海洋环境中受交变应力载荷作用,其使用的安全性十分重要。准确预测分析隔水管的应力状态及疲劳寿命显得十分必要,本文应用断裂力学理论中带裂纹结构疲劳寿命预测模型对隔水管在交变应力载荷作用下疲劳寿命进行模拟分析,该方法为复杂应力状态隔水管使用寿命提供理论分析方法。
Deep water resources drilling is one of the most advanced technologies home and abroad.The deepwater drilling platform is always in the severe and complicated ocean environment.The research object in this article is a component which is closely related to offshore drilling—deepwater riser. Deepwater riser is an important component that connects offshore drillingplatform and subsea wellhead. Risers are also susceptible to sea current. With increasing lengthof riser and operation depth subsea, the stress state of riser is more and more complicated.Therefore, research on mechanical analysis of deepwater riser system is a vital topic. The mainresearch progresses are listed as follows:
     (1) Deep water drilling riser transverse vibratory response analysis
     First, environmental loads such as sea wind, sea tide, current, wave force which influenceriser transverse vibration are calculated and analyzed. After that, according to the character ofdeformation of great deformation by small strain, deep water riser transverse vibrationdifferential equation considering offshore platform and internal operation drill strings byd'Alembert principle is established, and the deformation of deep water riser sample analysis canbe achieved by finite difference numerical method.
     (2) Deep water drilling riser vibration sensitivity factors analysis
     The deep water riser dynamic response influencing factors are a lot, such as top tension ofriser, ocean wave force, sea current motion parameters, influence of the platform motion, riserstructure. In this article, change of riser top tension, settle of riser buoyancy module, period ofwave motion and drift of drilling platform sensitivity factors are analyzed, and the result canprovide theoretical basis of riser design.
     (3) Deep water riser vortex–induced vibration effect analysis considering effect ofauxiliary pipeline evaluation and analysis.
     Deep water riser vortex–induced vibration effect has been numerical modeled by largescaled software—Fluent.In this paper, there are two parameters, which affect the vortex-induced result: lift coefficient whose flow direction perpendicular to ocean current and vortex-induced drag coefficient, which flows downstream. Evaluation of the riser vortex-induced resultis based on these two parameters.First, riser vortex–induced vibration response under singlecylinder circular flow condition is simulated, and the result is in agreement with classicexperiment result, therefore, accuracy of simulated condition can be validated; After that, howthe auxiliary pipeline affects the vortex–induced vibration of the riser is focused on.Quantitative description of pull off after the vortex with effect of auxiliary pipeline can be givenby analysis of lift coefficient and drag coefficient and data processing of simulation result withspectral response analysis.
     (4) Coupled analysis between deep water riser and top tension system
     Many factors affects deep water riser dynamic response such as drilling ship heave, roll,pitch. Meanwhile, the top tension system causes transverse excitations in two directions, which include in plane and out of plane. In this paper, coupling model is established between riser andtop tension system, which considering the float motion response in ocean currents, and itprovides a method to analysze riser dynamic response under the condition of the top tensionsystem.
     (5) Coupled analysis between deep water riser and internal drillstring
     Another important factor is the influence of drill string in the riser dynamic response.Typically, internal drill string in the riser has two kinds of motion state, namely autorotation ofthe drillstring and revolution in the riser, and it also accompanied by the drill string vibration.According to the principle of force, coupling model is established between riser and drill string,it also gives the solution model, and the effect of drill string has been analyzed.
     (6) Fatigue life analysis of deep water riser under the condition of the stress ratio
     It is very important to use safely deep water riser which endure alternating stress load inthe complex ocean environment. Therefore, it is necessary to accurately predict stress andfatigue life of deep water riser. In this paper, based on the theory of fracture mechanics, themodel which considering structural crack is used to analyze fatigue life of deep riser under thecondition of alternating stress, which provides a new theoretical analysis method to predict thefatigue life of riser.
引文
[1]周守为.中国海洋石油开发战略与管理研究[D].西南石油学院,2002.
    [2]周守为.南中国海深水开发的挑战与机遇[C].第十届中国科协年会“深水技术产业发展国际研讨会”论文集,2008.
    [3]周守为,金晓剑,曾恒一,等.海洋石油装备与设施—支撑起海洋石油工业的平台[J].中国工程科学,2010,12(4):102-112.
    [4]李清平.我国海洋深水油气开发面临的挑战[J].中国海上油气,2006,18(2):130-133.
    [5]金晓剑,赵英年,李健民,等.海洋石油工程领域“十一五”技术创新成果及“十二五”展望[J].中国海上油气,23(5):285-292.
    [6]王定亚;朱安达.海洋石油装备现状分析与国产化发展方向[J].石油机械,2014,42(3):33-37.
    [7]李璐.海洋石油工业的发展[J].科技创新导报,2007,33(11):153-154.
    [8]方华灿.海洋石油钻采装备与结构[M].北京:石油工业出版社,1990.
    [9]张业圣,李志卫.海洋石油用管的发展现状和前景展望[J].钢管,2009,38(5):1-
    [10]杨进,曹式敬.深水石油钻井技术现状及发展趋势[J].石油钻采工艺,2008,30(2):10-13.
    [11]方华灿.海洋石油钻采装备理论基础[M].北京:石油工业出版社,1984.
    [12] Christophe Rohart, Henri de Fonvielle, Laurent Bordet, etal. Drill pipe riser interventionsystem successful experience in offshore West Africa. SPE/IADC163407,2013.
    [13]桂洪斌,金咸定.海洋平台振动控制研究综述[J].中国海洋平台,2003,(5):19-23.
    [14] Chung JS, Felippa. Nonlinear static analysis of deepocean mining pipe part II:Numerical studies, Journal Energy Resources Technology [J]. SME, Vol103, pp16-25,1981.
    [15] Stael Ferreira Senra, Márcio Martins Mourelle. Hybrid coupled and uncoupledethodologies for floating systems motion analysis[C]. Proceding of the FifteenthInternational Offshore and Polar Engineering Conference. Seoul, Korea, June19-24,2005.
    [16] Gautam Chaudhuly. A new method for coupled dynamic analysis of platforms[C].Proceedings of the Eleventh International Offshore and Polar Engineering Conference.Stavanger, Norway, June17-22,2001.
    [17]朱江.海洋钻井设备综述[J].中国海上油气工程,2000,12(6):44-47.
    [18]窦培举.海洋钻井平台HAZOP分析的研究[J].中国海洋平台,2006,22(1):43-46.
    [19] Det Norske Veritas. Global performance analysis of deepwater floating structures[J].Recommended Practice Det Norske Veritas DNV-RP-F205,2010.
    [20] Aquirre J E, Boyce T T. Estimation of wind forces on offshore drilling platforms[J].Trans. Royal Inst. Nav.Arch. RINA,116,1974.
    [21] Faltinsen O M. Sea loads on ships and offshore structures[M]. Cambridge UniversityPress,1990.
    [22] Kim S. Sclavounos P D, Nielsen F G. Slow-drift responses of moored platforms[C].8thInt. BOSS Conference, Delft.1997.
    [23] M. A. Brogan, Massachusetts Institute of Technology, K. S. Wasserman. Tension legplatform design optimization for vortex induced vibration[J].77Massachusetts AvenueCambridge, MA02139-4307.
    [24] Chung JS. A motion analysis of a riser upper joint interacting with a floating vessel[J].Pressure Tech, ASME, Vol100, pp91-97,1978.
    [25] B.G.Monk. Machinery vibration on offshore platforms[J]. Acoustic and VibrationTechnology. Ltd.1978,(4):627-638.
    [26] Ping Liu, W. W. Massie, J.G.Wolters. Dynamics of jack-up structure[C].1992,SPE22378.
    [27]彭熙民“.港海一号”自升式钻井平台结构静力分析[J].中国海洋平台,2000,15(4):21-24.
    [28]彭熙民;柳更强.港海一号自升式钻井平台的结构设计[J].中国海洋平台,1999,14(6):7-11.
    [29]徐长航,陈国明.自升式平台结构响应分析及可靠性评估研究综述[J].中国海洋平台,2003,(5):6-12.
    [30]李茜,杨树耕.采用ANSYS程序的自升式平台结构有限元动力分析[J].中国海洋平台,2003,18(4):41-47.
    [31]王世圣,谢彬.3000m深水半潜式钻井平台运动性能研究[J].中国海上油气,2007,(8):277-284.
    [32]潘子辉.深海半潜式钻井平台运动响应预报与分析[J].船舶,2008,2(7):231-236.
    [33]韩春杰.深水钻探钻柱及平台耦合振动及模拟分析[D].东北石油大学,2010.
    [34]畅元江,陈国明,孙友义,等.基于波浪谱与钻井船RAO的钻井船运动模拟[J].系统仿真学报,2009,21(5):1310-1313.
    [35] Chung JS and Whitney AK. Flow-induced moment and lift for a circular cylinder withattached cable[J]. Int J Offshore and Polar Eng, ISOPE, Vol3, No4, pp280-287,1993.
    [36] Chung JS, Whitney AK, et al. Nonlinear transient motion of deep-ocean mining pipe[J].Journal Energy Resources Technology, Vol203, pp2-10,1981.
    [37] Yanfei Chen, Y H Chai, Xin Lia. An extraction of the natural frequencies and modeshapes of marine risers by the method of differential transformation[J]. Computers andStructures,2009,87(21):1384-1393.
    [38]苏堪华.深水钻井井口力学分析及导管承载能力研究[D].中国石油大学(华东),2009.
    [39] Burke B G. An analysis of marine risers for deep water[R]. OTC1771,1974.
    [40] A. Ertas. Numeric solution techniques for dynamic analysis of marin riser[J]. Jounral ofEnergy Resources Technology,1987,109(1):1-5.
    [41] Irani, M. B., Modi, V. J., Welt, F., Riser dynamics with internal flow and nutationdamping[C]. Proceedings of the Sixth International Offshore Mechanics and ArcticEngineering Conference, Houston, USA,1987,3:119-125.
    [42] Wu, M. C., Lou, J. Y. K.. Effects of rigidity and internal flow on marine riserdynamics[J]. Applied Ocean Research,1991,13(5):235-244.
    [43] Sakdirat Kaewunruen, Julapot Chiravatchradej, Somchai Chucheepsakul. Nonlinearfree vibrations of marine risers/pipes transporting fluid[J]. Ocean Engineering,2005,32:417-440.
    [44] Sen, TK Probability of fatigue failure in steel catenary risers in deep water[J]. J EngMech, ASCE, Vol132, No9, pp1001-1006.
    [45] H. Mukundan, Y. Modarres Sadeghi, J.M. Dahl. Monitoring VIV fatigue damage onmarine risers[J]. Journal of Fluids and Structures,2009,25:617-628.
    [46] Wei He, Shuzhi Sam Ge, Bernard Voon Ee How, etc. Robust adaptive boundary controlof a flexible marine riser with vessel dynamic[J]. Automatic,2011, March,722-731.
    [47]屈展,张绍槐.海上钻井隔水导管系统振动的理论探讨[J].中国海上油气工程,1993,5(5):32-35.
    [48]畅元江,陈国明,许亮斌,等.深水顶部张紧钻井隔水管非线性静力分析[J].中国海上油气,2007,19(3):203-207.
    [49]畅元江,陈国明,刘健.深水钻井隔水管的波致长期疲劳[J].机械强度,2009,31(5):797-802.
    [50]畅元江,陈国明,许亮斌,等.超深水钻井隔水管设计影响因素[J].石油勘探与开发,2009,36(4):523-528.
    [51]畅元江;陈国明;许亮斌,等.深水顶部张紧钻井隔水管非线性静力分析[J].中国海上油气,2007,19(3):203-207.
    [52]石晓兵,陈平.三维载荷对海洋深水钻井隔水管强度的影响分析[J].钻井工程,2004,24(12):86-88.
    [53] Sun Youyi, Chen Guoming, JIN Hui. Coupled system analysis for a deepwater drillingriser[J]. Journal of Ship Mechanics. Vol.13No.3Jun,2009.
    [54]石晓兵,郭昭学,聂荣国,等.海洋深水钻井隔水管动力分析[J].天然气工业,2004,23(S):81-83.
    [55]刘书杰,谢玉洪,杨进,等.海洋深水钻井隔水管系统动力特性分析[J].石油钻采工艺,2009,31(3):1-4.
    [56]王腾,张修占,朱为全.平台运动下深水钻井隔水管非线性动力响应研究[J].海洋工程,2008,26(3):21-36.
    [57]朱超.基于管土模型的钻井隔水管振动特性研究[D].大连理工大学,2008.
    [58]李中,杨进,曹式敬.深海水域钻井隔水管力学特性分析[J].石油钻采工艺,2007,29(1):19-21.
    [59]郭海燕,傅强,娄敏.海洋输液立管涡激振动响应及其疲劳寿命研究[J].工程力学,2005,22(4):220-224.
    [60]郭海燕,齐晓亮,娄敏.海洋立管复模态动力特性分析[J].中国海洋大学学报,2006,36(6):991-994.
    [61] H Y Guo,S Q Wang.Dynamic characteristics of marinerisers conveying fluid[J]. ChinaOcean Engineering,2000, l4(2):153-160.
    [62]董艳秋.移动式钻井平台稳性的计算研究[J].中国海上油气(工程),2002,14(6):14-18.
    [63] Zhou M, Tang X, Wu B, et al. Comprehensive Geomechanics Study Helps MitigateSevere Stuck Pipe Problems in Development Drilling in Bohai Bay, China,2009[C].International Petroleum Technology Conference.
    [64] Hopkins C J, Leicksenring R A. Reducing the Risk of Stuck Pipe in The Netherlands:SPE/IADCDrilling Conference[C]. Amsterdam,1995.
    [65] Stadter J T, Weiss R O. Analysis of contact through finite element gaps[J]. Computers&Structures,1979,10(6):867-873.
    [66] Li Y. The concept of virtual penetration and its application in risers with multiplecontacts: ASME200221st International Conference on Offshore Mechanics and ArcticEngineering,2002[C]. American Society of Mechanical Engineers.
    [67] Chang R, Yu J. Multi-tube model application in inner riser centralizer analysis: ASME200322nd International Conference on Offshore Mechanics and Arctic Engineering,2003[C]. American Society of Mechanical Engineers.
    [68] C.P.Johson and J.M.Roesset. Axial-bending coupling effects on the dynamic responseof deep-water risers. Proceedings of the Second International Offshore and PolarEngineering Conference[C]. San Francisco, USA,14-19June1992.
    [69] G.W. King, Kevin Burton. A coupled analysis approach to the assessment of marinedrilling systems[C]. SPE Drilling&Completion, June1993.
    [70] R.C.S. Bueno, Petrobras S.A. Unicamp, C.K. Morooka, Unicamp. Analysis method forcontact forces between drillstring-well-riser[C]. SPE28723.
    [71] Gautam Chaudhury, Cheng-Yo Ho. Coupled dynamic analysis of platforms, tisers, andmoorings. Offshore Technology Conference[C]. This paper was prepared forpresentation at the1999Offshore Technology Conference held inHouston, Texas,1-4May2000.
    [72]陈建民,娄敏,王天霖.海洋石油平台设计[M].石油工业出版社,2012.
    [73]周俊昌.海洋深水钻井隔水管系统分析[D].西南石油大学,2001.
    [74]王定亚,李爱利.海洋钻井隔水管系统配套技术研究[J].石油矿场机械,2010,39(7):12-15.
    [75] T Chastain. Deepwater drilling riser system[C]. SPE13479,1986:325-328.
    [76]畅元江,陈国明,鞠少栋.国外深水钻井隔水管系统产品技术现状与进展[J].石油机械,2008,36(9):205-209.
    [77]畅元江,陈彬,陈国明,等.新型深水钻井隔水管技术进展及在我国南海应用的议[J].中国海上油气,2009,21(6):407-412.
    [78]畅元江,鞠少栋,陈国明,等.深水钻井隔水管单根基本参数确定方法[J].中国石油大学学报(自然科学版),2012,36(1):117-121.
    [79] American Petroleum Institute. API RP16R.1997Specification for marine drilling risercouplings[S].Washington: American Petroleum Institute,1997.
    [80]王丹丹.水下立管载荷与运动计算分析[D].大连:大连理工大学,2006.
    [81]刘英杰.自升式平台桩腿的受力分析[D].哈尔滨工程大学硕士论文,2004.
    [82]中国船级社.海上移动平台入级与建造规范[M].北京:人民交通出版社,1992.
    [83]黄祥鹿,陆鑫森.海洋工程流体力学及结构响应分析[M].上海:上海交通大学出版社,1992.
    [84] Wang Yangying. Waves and wave loads on offshore structures[M]. Dalian MarineUniversity Press,2003.
    [85]中国船级社.海上移动平台入级与建造规范[M].北京:人民交通出版社,1992.
    [86]竺艳蓉.海洋工程波浪力学[M].天津:天津大学出版社,1991.
    [87]高秦岭.钢悬链线立管的ANSYS非线性有限元分析[D].中国海洋大学,2010.
    [88] Vengatesan V, Varyani K S, Barltrop N. An experimental investigation ofhydrodynamic coefficients for a vertical truncated rectangular cylinder due to regularand random waves[J]. Ocean Engineering,2000,27(3):291-313.
    [89]李远林.近海结构水动力学[M].广州:华南理工大学出版社,1999.
    [90]李冲.深水管柱载荷受力分析[J].西部探矿工程,2012,5:55-58.
    [91]方华灿,陈国明.冰区海上结构物的可靠性分析[M].石油工业出版社,2000.
    [92] Huse, E. Influence of mooring line damping upon rig motions[C]. OTC Paper5204,1986.
    [93] Molin, B. Second-order hydrodynamics appliedto moored structures[C].19th WegemtSchool, Nantes,1993.
    [94]沈庆,陈徐均,江召兵.浮体和浮式多体系统流固耦合动力分析[M].科学出版社,2011.
    [95]王海峡,赵广慧,章靖.内外流体流动下隔水管横向振动模型的探讨[J].石油矿场机械,2010,39(8):12-15.
    [96]王鹏.隔水管柱力学分析[D].燕山大学,2011.
    [97]李子丰,王鹏,赵民,李雪娇.深水隔水管横向振动力学分析[J].振动、测试与诊断,2013,2013,33(6):1003-1007.
    [98]卲卫东,唐友刚,樊娟娟,等.考虑浮体升沉及张紧环运动深海立管固有振动特性研究[J].海洋工程,2012,30(2):8-13.
    [99] G L Kuiper, J Brugmans, A V Metrikine. Destablization of deep-water risers by aheaving platform[J]. Journal of Sound and Vibration,2008,(310):541-557.
    [100]孙传栋.深水顶张式立管的非线性动力分析及浪致疲劳研究[D].青岛:中国海洋大学,2009.
    [101] Qun Zhang, Stefan Miska. Effects of flow–pipe interaction on drill pipe buckling anddynamics[J]. Journal of Pressure Vessel Technology,2005,127(2):129-136.
    [102] Housner G W. Bending vibrations of a pipe line containing flowing fluid[J]. Journal ofApplied Mechanics,1952,19(2):205-208.
    [103]苏煜城.偏微分方程数值解法[M].北京:气象出版社,1989.
    [104]李荣华.普通高等教育“十五”国家级规划教材-偏微分方程数值解法[M].北京:高等教育出版社,2005.
    [105]防金甫,顾丽珍,陈景良.偏微分方程差分方法[M].北京:高等教育出版社,1988.
    [106] Robet M. Sexton, L. K. Agbezuge. Random wave and vessel riser motion effectsdynamics on drilling riser dynamics. Offshore Technology Conference, Dallas, Texas75206,1976.
    [107] Kevin Huang, Hamn-Ching Chen. Flexible Catenary Riser VIV Simulation in UniformCurrent Proceedings of the Twentieth (2010) International Offshore and PolarEngineering Conference. Beijing, China, June20-25,2010.
    [108]陈正寿.柔性管涡激振动的模型实验及数值模拟研究[D].中国海洋大学,2009.
    [109]赵卓茂.附属管抑制隔水管涡激振动的流体动力学特性研究[D].上海交通大学,2012.
    [110]贺建镁.海上风力发电机桩群波浪力群桩效应的数值模拟[D].华南理工大学,2011.
    [111]王燕燕.自清洗叠片过滤器的设计与研究[D].北京化工大学,2010.
    [112] Kevin Huang, Hamn-Ching Chen. Riser VIV analysis by a CFD approach[C].Proceedings of the Seventeenth International Offshore and Polar EngineeringConference Lisbon, Portugal, July1-6,2007.
    [113] Kevin Huang, Hamn Ching Chen. Vertical riser VIV simulation in sheared current[J].International Journal of Offshore and Polar Engineering. Vol.22, No.2, June2012, pp.142-149.
    [114] Jian Q, He YS. Numerical study of dynamic behavior of flexible pipes in deep seaMining[J]. Ocean Engineering, Vol19, No2, pp59-64,2001.
    [115]邱士欣. FPSO整船有限元模型的瞬态动力分析[D].天津大学建筑工程学院,2005.
    [116] Kevin Huang, Hamn-Ching Chen. Riser VIV Analysis by a CFD Approach[C].Proceedings of the Sixteenth (2007) International Offshore and PolarEngineeringConference Lisbon, Portugal, July1-6,2007.
    [117] Huang K, Chen C R, Chen H C. Time domain simulation of riser VIV in shearcurrent[C]. Proceeding of26th International Conference on Shore Mechanics and ArcticEngineering Conference,2007.
    [118] Proceeding of26th International Conference on Shore Mechanics and ArcticEngineering Conference,2007.
    [119] W.J.m, N. C. Perkins. Two-dimensional vortex-indueed vibration of cablesuspensions[J]. Journal of fluid sand structures,2002,16(2):229-245.
    [120]黄维平,李华军.深水开发的新型立管系统[J].中国海洋大学学报,2006,36(5):775-780.
    [121]杨和振,李华军,黄维平.海洋平台结构环境激励的实验模态分析[J].振动与冲击,2005,24(2):129-133.
    [122] Wu M C, Lou J Y K. Effect of rigidity and internal flow on marine riser dynamics[J].Applied Ocean Research,1991,13(5):235-244.
    [123]王福军.计算流体动力学分析-CFD软件原理与应用[M].清华大学出版社,2004.
    [124] Chen, H, Patel, V, Ju, S. Solutions of reynolds-averaged Navier-Stokes equations forthree-dimensional incompressible flows[J]. J Computat Physics, Vol88, No2, pp305–336,1990.
    [125] Chen, Z, and Kim, W. Numerical study of vortex-induced vibration for flexible riserand pipe models[C]. Proc20th Int Offshore and Polar Eng Conf, Beijing, ISOPE, Vol3, pp1136–1143,2010.
    [126] Constantinides, Y, and Oakley. Numerical prediction of VIV and comparison with fieldexperiments[C]. Proc27th Int Conf Offshore Mech and Arct Eng, Estoril, Portugal,OMAE57215, Vol5, pp577-584,2008.
    [127] Constantinides, Y, Oakley. Assessment of empirical VIV analysis tools and benchmarkwith experiments[C]. Proc27th Int Conf Offshore Mech and Arct Eng, Estoril, Portugal,OMAE57216, Vol5, pp585-592,2008.
    [128]苏海东,黄玉盈,陈琴.片状域流场中三维结构的湿频率和湿模态[J].华中科技大学学报,2007,35(1):121-124.
    [129]翁长俭,张保玉.船体振动学[M].大连:大连海运学院出版社,1992,91-95.
    [130]董艳秋.船舶波浪外载荷和水弹性[M].天津:天津大学出版社,1991,36-39.
    [131]黄晓明,朱锡,牟金磊,等.整体结构模型低阶模态仿真计算方法[J].舰船科学技术,2011,33(5):9-12.
    [132]钱勤,黄玉盈,刘忠族.求附连水质量的一种直接方法[J].力学实践,1996,18(5):19-21.
    [133] John Deruntz A, Geers. Added mass computation by the boundary integral method[J].International Journal for Numerical Methods in Engineering,1978,12(3):66-72.
    [134] G L Kuiper, J Brugmans, A V Metrikine. Destabilization of deep-water risers by aheaving platform[J]. Journal of Sound and Vibration,2008,(310):541-557.
    [135] Joost Brugmans. Parameteric instalility of deep-water riser[R]. The Master’s Thesis ofDelft University of Technology,2005.
    [136] Inoue T, Ozaki M, Wada, K. Observations on dynamic tensions of drill string duringdrilling operations of scientific drilling vessel Chikyu. MTS/IEEE-OCEANSConference,2009.
    [137] Tomoya Inoue, JAMSTEC, Masanori Kyo, et al. Considerations of drillpipe dynamicswith actual drilling data[C]. SPE154481,2012.
    [138] R.C.S. Bueno, Petrobras S. A. Unicamp, C.K. Morooka. Analysis method for contactforces between drillstring-well-riser[C]. SPE28723.
    [139] Gautam Chaudhuly. A New method for coupled dynamic analysis of platforms[C].Proceedings of the Eleventh International Offshore and Polar Engineering Conference.Stavanger, Norway, June17-22,2001.
    [140] Fowler, JR and Gardner, TN. Criterion for allowable lower ball joint angle in floatingdrilling[J]. Journal of Energy Resource Technology,1980, Vol.102, pp242-250.
    [141] Inoue T, Ozaki M. Maximum stress and fatigue strength of drill pipe in presence ofstrong ocean current[J]. International Journal of Offshore and Polar Engineering, Vol.20, No.1, pp.15-17,2010.
    [142]刘秀全,陈国明,彭朋.深水钻井隔水管单根寿命管理方法[J].石油钻探技术,2011,39(2):40-44.
    [143]赵增新,高德利,张辉.钻柱正弦屈曲对裂纹疲劳寿命的影响[J].石油钻采工艺,2008,30(1):15-18.
    [144]林海花.隔水管涡激动力响应及疲劳损伤可靠性分析[D].大连理工大学,2008.
    [145]李子丰.油气井杆管柱力学及应用[M].北京:石油工业出版社,2008.
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