海洋石油平台健康监测研究方法与进展
Progress of Health Monitoring Research on Offshore Platform
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- DOI:
- 作者:
- 刘玲, 陆建辉, 李玉辉
LIU Ling, LU Jian-hui, LI Yu-hui
- 作者单位:
- 中国海洋大学工程学院, 山东青岛 266071
Engineering Collage, China Ocean University, Qingdao 266071, China
- 关键词:
- 海洋平台;健康监测;损伤诊断;综述
offshore platform;health monitoring;damage identifying;summarization
- 摘要:
- 海洋平台结构是海上石油开发的重大基础性设施,所处环境十分复杂恶劣,对其进行有效、可靠、实时的健康监测,确定损伤位置和损伤程度,估计其残余寿命是非常重要的。文章综述了国内外在海洋平台健康监测方面已取得的成果:基于测试固有频率的方法、基于模态的方法、基于频率响应函数的方法、小波变换方法、经验模式分解方法、人工智能方法,介绍了这些方法的原理、应用现状及其进展情况,指出将构件损伤定位技术融于海洋平台体系的检测之中,并结合其他各种相关信息和有效的损伤识别定位方法如局部检测方法,是海洋平台健康监测的研究方向。
This paper summarizes the achievements of offshore platform health monitoring at home and abroad, including methods based on inherent frequency testing, modal analysis, frequency response function, wavelet transfer, empirical mode analysis and artificial intelligence. It introduces the principle, application status in quo and progress of these methods. It points out that the research orientation of offshore platform health monitoring is to put the structural component damage locating into whole system tests and to refer other related information and effective methods of damage identifying and locating, such as partial testing method.2005,1(1): 2-7 收稿日期:2004-10-9分类号:TE54基金项目:上海交通大学振动、冲击、噪声国家重点实验室基金资助编号:VSN-2003-05作者简介:刘玲(1981-),女,安徽省无为县人,中国海洋大学工程学院环境工程2002届在读研究生,从事海洋平台振动控制及虚拟仿真的研究工作.参考文献:
[1] 张德文,魏阜旋.模型修正和破损诊断[M].北京:科学出版社,1999.111-124.
[2] Adams R D, Cawley P, Stone B. A Vibration Technique for Non-destructively Assessing the Integrity of Structures [J]. Journal of Mechanical Engineering Science, 1978, 20 (2): 93-100.
[3] Penny A K, Biswas M. Experimental Verification of Flexibility Using Vibration Data [A]. Proceedings of the 11th International Modal Analysis Conference [C].Kissimmee Florida, 1993. 861-867.
[4] Stubbs N. A General Theory of Non-destructive Damage Detection in Structures [A]. Proceedings of the 2nd International Symposium on Structure Control [C]. Ontario, Canada, 1985.694-713.
[5] Stubbs N, Osegueda R. Global Nondestructive Damage Evaluation of Offshore Platforms Using Modal Analysis [A]. Proceedings of the 6thInternational Offshore Mechanics and Arctic Engineering Symposium [C]. Houston, Texas, 1987.517-524.
[6] Morassi A, Rovere N. Localizing a Notch in a Steel Frame Form Frequency Measurements [J]. Journal of Engineering Mechanics, ASCE,1995, 121 (3): 422-432.
[7] Salawu O S. Detection of Structure Damage Through Changes in Frequency: a Review [J]. Engineering Structures 1997, 19(9):718-723.
[8] West W M, Illustration of the Use of Modal Assurance Criterion to Detect Structural Changes in an Orbiter Test Specimen [A]. Proceedings of the 4th International Modal Analysis Conference [C], 1986. 1-6.
[9] Chen J C, Garba J A. Structural Damage Assessment Using a System Identification Technique [A].Structure Safety Evaluation Based on System Identification Approaches [C]. Germany,1988.460-473.
[10] Pandey A K, Biswas M, Samman M M. Damage Detection From Changes Incurvature Mode Shapes [J]. Journal of Sound and Vibration 1991,266(2):321-332.
[11] Yao G C, Chang K C, Lee G C. Damage Diagnosis of Steel Frames Using Vibrational Signature Analysis [J]. Journal of Engineering Mechanics, ASCE, 1992,118(12): 1949-1961.
[12] Pandey A K, Biswas M. Experimental Verification of Flexibility Difference Method for Locating Damage in Structures [J]. Journal of Sound and Vibration, 1995,270(2):311-328.
[13] Gu S N, Jiang J S. A Vibration Diagnosis Approach to Structural Fault[J]. Journal of Vibration, Acoustics, Stress, and Reliability in Design, ASME, 1989, 11 ( 1 ):88-93.
[14] Mannan M A, Richardson. Detection and Location of Structural Cracks using FRF Measurements [A]. Proceedings of the 4th International Offshore and Polar Engineering Conf. [C]. Osaka, Japan, 1994.400-407.
[15] Huang F L, Gu S N. A Method of Structure Fault Diagnosis by Higher Order Spectrum[J]. Chinese Journal of Vibration Engineering, 1991, 4( 1 ):33-40.
[16] Wang Z, Lin R M, Lin M K. Structure Damage Detection Using Measured FRF Data [J]. Computer Methods in Applied Mechanics and Engineering, 1997, 147(2):187- 197.
[17] Akira S, Shizuo Y, Akira N. Health Monitoring System of High-rise Structure by Using Wavelet Transform of Monitoring Signals in Service[A]. First World Conference on Structural Control[C]. LosAngeles, California,USA, 1994.
[18] Hou Z, Noori M, Amand R S. Wavelet-Based Approach for Structure Damage Detection [J]. Journal of Engineering Mechanics, July 2000,126 ( 6 ): 677-683.
[19] Huang. The Empirical Mode Decomposition and the Hilbert Spectrum for Nonlinear and Non-Stationary Time Series Analysis [A].Proc. R. Soctland. A [C]. 1998. 903-995.
[20] Jiang J T, Li H J. Damage Detection and Evaluation of SDOF Systems Using Empirical MODE Decomposition Method [A]. Proceedings of international Conference Advanced Problems in Vibration Theory and Applications (ICAPV 2000)[C]. Xi'an, China, 2000.299-303.
[21] Vandiver J K. Detection of Structural Failure on Fixed Platforms by Measurement of Dynamic Response[A]. Proc. of the 7a Annual Offshore Tech. Conf. [C].1975. 243-252.
[22] Begg R D, Mackenzie A C, Dodds C J. Structural Integrity Monitoring Using Digital Processing of Vibration Signals [A]. Proc. 8th Annual Offshore Tech. Conf. [C]. Houston, 1976. 305-311.
[23] Loland O, Dodds J C, Experience in Developing and Operating Integrity Monitoring System in North Sea [A]. Proc. of the 8th Annual Offshore Technology Conference [C]. 1976.313-319.
[24] Wojnarowski M E, Stiansen S G. Structural Integrity Evaluation of a Fixed Platform Using Vibration Criteria [A]. Proc. 9th Annual Offshore Tech. Conf. [C]. 1977. 247-256.
[25] Coppolino R N, Rubin S. Detectability of Structural Failures in Offshore Platforms by ambient Vibration Monitoring [A]. Proc. 12th Annual Offshore Tech. Conf. [C]. 1980. 101-110.
[26] Duggan D M,Wallace E R, Caldwell S R. Measured and Predicted Vibrational Behavior of Gulf of Mexico Platforms [A]. Proc. 12th Annual Offshore Tech. Conf. [C]. 1980. 92-100.
[27] Kenley R M,Dodds C J. West Sole WE Platform: Detection of Damage By Structural Response Measurements[A]. Proc. of the 12th Annual Offshore Tech. Conf.[C]. 1980. 111-118.
[28] Yang J C,Dagalakis N, Hirt M, Application of the Random Decrement Technique in the Detection of Induced Cracks on an Offshore Platform Model [J]. Computational Methods for Offshore Structures, 1980, 37(1 ):55-68.
[29] Crohas H, Lepert P. Damage-Detection Monitoring Method for Offshore Platforms is Field-Tested[J]. Oil & Gas Journal, 1982, 22: 94-103.
[30] Idichandy V G, Ganapathy C. Modal Parameters for Structural Integrity Monitoring of Fixed Offshore Platforms [J]. Experimental Mechanics, 1990, 30: 382-391.
[31] Martinez M E,Quijada P. Experimental Modal Analysis in Offshore Plafformed [A]. Proceedings of the 9th International Modal Analysis Conference [C]. 1991.
[32] Osegueda R A, Dsouza P D. Damage Evaluation of Offshore Structures Using Resonant Frequency Shifts Serviceability of Petroleum[J]. Process, and Power Equipment, ASME,1992, (1):31-37.
[33] Kondo I, Hamamoto T. Local Damage of Flexible Offshore Platforms Using Ambient Vibration Measurement [A]. Proceedings of the 4th International Offshore and Polar Engineering Conference[C]. Osaka, Japan, 1994. 400-407.
[34] Brincker R,Kirkegaard P H, Anderson P. Damage Detection in an Offshore Structure[A]. Proc. of the 13th International Modal Analysis Conf. [C]. 1995. 661-667.
[35] Kim J T, Stubbs N. Damage Detection in Offshore Jacket Structures from Limited Modal Information [J]. International Journal of Offshore and Polar Engineering, 1995, 5 ( 1 ):58-66.
[36] Paula F, Viero, Roitman N. Application of Some Damage Identification Method in Offshore Platforms [J]. Marine Structures, 1999, 12(2): 107-126.
[37] Yang,Chen J. Damage Detection in Offshore Platforms by the Random Decrement Technique [J]. Journal of Energy Resources Technology,ASME, 1984, 106( 1 ):33-38.
[38] Nataraja R. Structural Integrity Monitoring in Real Seas [A]. Proc.15th Annual Offshore Tech. Conference [C]. 1983. 221-228.
[39] Whittome T R, Dodds C J. Monitoring Offshore Structures by Vibration Techniques [A]. Proc. of Design in Offshore Structures Conference [C]. 1983.93-100.
[40] Roitman N, Viero P F. Identification of Offshore Platforms Structural Damage Using Modal Analysis Techniques [J]. Mechanical Systems and Signal Processing, 1992, 6(3 ):287-295.
[41] Swamidas, Chen Y. Damage Detection in a Tripod Tower Platform(TTP)Using Modal Analysis [J]. Offshore Technology, ASME, 1992,106(4):577-583.
[42] Lalu M, Idichandy V G. ART-based Multiple Neural Networks for Monitoring Offshore Platforms [J]. Applied Ocean Research, 1996,18(3): 137-143.
[43] Tiago A, Piedras L, Nelson F. In-time Fatigue Monitoring Using Neural Networks [J]. Marine Structures, 1997, 10(5 ): 363-387.
[44] Lalu M, Idichandy V G. Structural Monitoring of Offshore Platforms Using Impulse and Relaxation Response [J]. Ocean Engineering,2001,28(6): 689-705.
[45] 欧进萍,肖仪清,黄虎杰等.海洋平台结构实时安全监测系统[J].海洋工程,2001,19(2):1-6.
