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JJ16041-K型石油井架结构的动力响应分析 被引量:3

Dynamic Response Analysis of JJ160/41-K Oil Derrick Structure
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摘要 针对石油井架结构长期服役在野外恶劣环境下,局部或整体损伤等缺陷常成为安全生产中的事故隐患。通过白噪声模拟随机环境激励,利用ANSYS有限元建模,对石油井架系统进行动力响应分析。研究结果表明:井架结构的振动模态为空间振动,同时各节点在白噪声激励下的动力响应规律基本一致,动力响应数据的获得可为损伤诊断研究提供输入数据,对提高井架承载能力检测与安全评估水平,具有重要的理论意义和实用价值。 An approach for investigating the partial or whole harms of oil derrick structures is proposed. Ac- cording to oil derrick structures in using have been used for a long time in the long term bad outside environment, the partial or whole harms have always been event hidden troubles in safety production. Using white-noise to simu- late the stochastic ambient excitation, and building the oil derrick structural finite element modeling with ANSYS, dynamic response analysis was carried out based on oil derrick structure. The results show that the vibration mode of derrick structures is spatial vibration ; meanwhile, dynamic response rules of each node under white noise excita- tions are basically identical. Dates of dynamic response are the base of damage diagnosis. Research a sort of scien- tific test method is very important on theory and application to enhance evaluating the carrying capacity of oil der- rick and safety evaluation method.
出处 《科学技术与工程》 北大核心 2012年第20期4884-4887,共4页 Science Technology and Engineering
基金 国家青年自然科学基金项目(51108172) 江西省自然科学基金项目(20114BAB212006) 江西省教育厅科技项目(GJJ12395) 东华理工大学硕博启动基金项目(DHBK1017 DHXK1128)资助
关键词 JJ160/41-K型石油井架 环境激励 动力响应 损伤诊断 模态分析 JJ160/41-K oil derrick ambient excitation modal analysis dynamic response damage diagnosis
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  • 1高赞明,孙宗光,倪一清.基于振动方法的汲水门大桥损伤检测研究[J].地震工程与工程振动,2001(S1):117-124. 被引量:35
  • 2孙增寿,韩建刚,任伟新.基于小波分析的结构损伤检测研究进展[J].地震工程与工程振动,2005,25(2):93-99. 被引量:30
  • 3闫维明,王卓,何浩祥,马华,张卫东.基于小波包分解和模糊聚类的网格结构损伤诊断方法[J].地震工程与工程振动,2006,26(2):56-61. 被引量:8
  • 4王惠文.光纤传感技术及应用[M].北京:国防工业出版社,2001..
  • 5张启伟.桥梁结构模型修正与损伤识别:博士学位论文[D].上海:同济大学桥梁工程系,1999.
  • 6崔飞.桥梁参数识别与承载力评估:博士学位论文[D].上海:同济大学桥梁工程系,2000.
  • 7Wang,B.S., Liang,X.B., and Ni, Y.Q., et al. Comparative study of damage indices in application to a long-span suspension bridge[A]. Proceedings of the Intemational Confereace on Advances in Semctural Dynamics[C].Hong Kong: the Hongkong Polytechnic Unlversity, 2000,12:1085-1092.
  • 8Stubbs, N., and Kim,J.T.. Damage localization in structures without baseline model parameters. AIAA. J.. 1996. 34(8): 1644-1649.
  • 9Housner, GW., Bergman, L.A., Caughey, T.K, et al. Structural Control:Past, Present, and Future[J]. Journal of Engineering Mechanics, ASCE,1997, 123(9): 897-971.
  • 10Salzwu, O.S.. Detection of structural damage through changes in frequency:a review[J]. Engineering Structures, 1997, 19(9): 718-723.

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