期刊文献+

海洋平台结构的安全寿命评估与维修决策研究 被引量:4

Research on Security Life Assessment and Repair Decision of Ocean Platform Structure
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摘要 基于结构疲劳、断裂控制原理,平台结构疲劳裂纹产生、扩展规律以及修复更新可靠性评估技术,对平台结构进行安全寿命评估及维修决策方法进行了初步研究,给出了中后期服役海洋平台的安全寿命评估与维修决策基本思路和方法;提出了平台安全寿命评估及维修决策方法的基本框架,并依靠剩余强度和裂纹扩展计算来对已有损伤的结构进行安全寿命评定,给出科学的检维修方案,以保证结构安全、经济、可靠地运行。 Based on the principle of structure fatigue and fracture control, the security life assessment and the method of repair decision is studied preliminarily according to the mechanism of crack occurring, enlarging and renovating on the platform structure. The security life assessment and the repair decision for the mid-late service period platform is investigated. The elementary frame of security life assessment and the method of repair decision is put forward. The security life assessment for the damaged structure is made through the calculation of the residual strength and the enlarging of cracks. The reasonable repair scheme can then be obtained to ensure the running of the platform structure safely ,reliably and economically.
出处 《江苏科技大学学报(自然科学版)》 CAS 北大核心 2006年第3期11-15,共5页 Journal of Jiangsu University of Science and Technology:Natural Science Edition
基金 江苏科技大学校管课题(校编:2004CH018J)
关键词 海洋平台 疲劳 寿命评估 表面裂纹 ocean platform fatigue life assessment surface crack
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参考文献15

  • 1陈伯真.欧洲近海结构用钢研究计划的进展[J].力学进展,1998,18(3):353-361.
  • 2李玉刚,林焰,纪卓尚.海洋平台安全评估的发展历史和现状[J].中国海洋平台,2003,18(1):4-8. 被引量:33
  • 3陈瑞峰,高照杰,陈永福.近海石油平台疲劳裂纹控制方法的研究[J].中国海洋平台,1999,14(1):5-6. 被引量:1
  • 4[4]ONOUFRIOU T.Reliability based inspection planning of offshore structures[J].Marine Structures,1999,12:521-539.
  • 5[5]BAKER M J,DESCAMPS B.Reliability-based methods in the inspection planning of fixed offshore steel structures[J]..Journal of Constructional Steel research,1999,52:117-131.
  • 6[6]ONOUFRIOU T,FRANGOPOL D M.Reliability-based inspection optimization of complex structures:a brief retrospective[J].Computers and Structures,2002,80:1133-1144.
  • 7[7]MADHAVAN PILLAI T M,MEHER P A.Fatigue reliability analysis in time domain for inspection strategy of fixed offshore structures[J].Ocean Engineering,2000,27:167-186.
  • 8陈国明,方华灿.海洋平台管节点应力强度因子的工程计算模型[J].石油大学学报(自然科学版),1995,19(1):121-129. 被引量:5
  • 9[9]NEWMAN J C,RAJU I S.An empirical stress-intensity factor equation for the surface crack[J].Eng.Fracture Mechanics,1981,15(2):185-192.
  • 10[10]MAHMOUD M A,HOSSEIN A.Assessment of stress intensity factor and aspect ratio variability of surface cracks in bending plates[J].Eng.Fracture Mechanics,1986,24(2):207-221.

二级参考文献6

共引文献51

同被引文献27

  • 1陈国明,方华灿.海洋平台管节点应力强度因子的工程计算模型[J].石油大学学报(自然科学版),1995,19(1):121-129. 被引量:5
  • 2宫会丽,宋学艳,丁香乾.基于粗糙集与人工神经网络的变压器故障诊断[J].中国海洋大学学报(自然科学版),2005,35(6):1045-1048. 被引量:4
  • 3李杰,段梦兰,周松民,张文.半潜式钻井平台表面裂纹损伤评价[J].石油学报,2006,27(1):128-131. 被引量:5
  • 4孟慎非.关于坦克炮身管的剩余寿命评估[J].火炮发射与控制学报,2007,28(2):6-9. 被引量:3
  • 5任强,林波.海洋平台结构用钢的性能及其选择[C]//渤海湾滩海石油开发工程技术文集.北京:石油工业出版社,2002:84-89.
  • 6Gerhard Ersdal. Assessment of existing offshore structures for life extension[ D]. Stavanger: University of Stavanger, 2005 : 43-51.
  • 7Cao J J, Yang G J, Packer J A, et al. Crack modeling in FE analysis of circular tubular joints[J].Engineering Fracture Mechanics, 1998, 61 : 537-553.
  • 8Cao J J, Yang G J, Packer J A. FE mesh generation for circular joints with or without cracks[C]// The Proceeding of the 7th International Offshore and Polar Engineering Conference: Vol IV: The 7th International Offshore and Polar Engineering Conference: Honolulu, Hawaii, USA: 1997. California, USA: International Offshore and Polar Engineers, 1997: 98-105.
  • 9Henshell R D, Shaw K G, Crack tip finite element are unnecessary[J]. International Journal for Numerical Methods in Engineering, 1975, 9: 495 -07.
  • 10Barsoum Roshdy S. On the use of isoparametric finite element in liner fracture mechanics [ J]. International Journal for Numerical Methods in Engineering, 1976, 10: 25-37.

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