期刊文献+

基于子结构法的海洋平台疲劳可靠性研究 被引量:2

Study on fatigue reliability of offshore platforms based on substructure identification method
下载PDF
导出
摘要 为了对大型结构如海洋平台的疲劳可靠性进行准确的评价并减小计算工作量,针对海洋平台在疲劳可靠度计算过程中存在的诸多不确定性,如环境的复杂性、载荷的高突发性、强随机性和强可变性及在力学分析中的复杂重复工作等问题,提出了基于子结构法的海洋平台疲劳可靠性评价方法。它先采用子结构法将复杂的海洋平台模型简化,对构件层次和失效模式进行划分,然后对不同构件层次和失效模式的可靠度进行了计算,最后对各个子结构的疲劳可靠度进行组合得到海洋平台的整体可靠度。为了验证所提方法的可行性和有效性,分别对一个平面桁架和导管架型海洋平台进行了疲劳可靠度计算。研究发现,本文所提方法不仅可以简化大型结构的复杂程度,减小疲劳计算的工作量,而且在一定程度上可提高计算精度。 In order to accurately evaluate the fatigue reliability of offshore platforms and reduce the analytical efforts,such as environmental complexity,loads frequent outburst,high randomicity and reanalysis during fatigue analysis,a new fatigue reliability method based on substructure for offshore platform is proposed.The substructure method is employed to simplify a jacket offshore platform,and it is divided into different failure modes and critical members first.Then the fatigue reliability of all substructures is analyzed and the fatigue reliability of the integrated structure is assessed finally.To validate the proposed method,the fatigue reliability of a planar truss and a jacket offshore platform are analyzed,respectively.The results show that the proposed method can not only simplify the complexity of large structures and reduce fatigue analytical efforts,but also improve the analytical precision to some extent.
出处 《地震工程与工程振动》 CSCD 北大核心 2010年第3期154-160,共7页 Earthquake Engineering and Engineering Dynamics
基金 辽宁优秀人才计划(RC-05-16) 福建省教育厅重点项目(JA07002) 福建省高等学校新世纪优秀人才计划 沈阳建筑大学辽宁省重点实验室基金(JG-200604)
关键词 大型复杂结构 子结构法 疲劳 可靠度 海洋平台 large complex structures sub-structural analysis method fatigue reliability offshore platforms
  • 相关文献

参考文献9

  • 1Lee Yung Li, Pan Jwo, Hathaway R, et al. Fatigue testing and analysis-theory and practice[ M ]. New York: Elsevier Butterworth-Heinemann, 2005.
  • 2Emesto H Z, Roberto M I. A. bayesian model for the probability distribution ol" fatigue damage in tubular joints[ J ]. Journal of Offshore Mechanics and Arctic Engineering, 2004,126:243 - 249.
  • 3欧进萍,刘学东,陆钦年,王光远.现役导管架式海洋平台结构整体安全度评估[J].海洋工程,1996,14(3):84-91. 被引量:9
  • 4翟钢军.基于可靠度的导管架海洋平台结构优化设计研究[D].大连:大连理工大学,2005.
  • 5邱法维,国明超,李暄.采用微机开发的拟动力实验[J].地震工程与工程振动,1994,14(3):91-96. 被引量:12
  • 6邱法维,钱稼茹.拟动力实验方法的若干应用[J].工程力学,1999,16(1):78-88. 被引量:9
  • 7Horiuchi T,Inoue M, Konno T, et al. Real-time hybrid experimental system with actuator delay compensation and its application to a piping system with energy absorber[ J]. Earthquake Engineering and Structural Dynamics, 1999,28:1121 - 1141.
  • 8谢献忠,易伟建.结构物理参数时域识别的子结构方法研究[J].工程力学,2005,22(5):94-98. 被引量:15
  • 9Koh C G, Shankar K. Substructural ideotification method without interface measurement [ J]. Journal of Engineering Mechanics, 2003, 129 ( 7 ) : 769 - 776.

二级参考文献24

共引文献39

同被引文献9

引证文献2

二级引证文献10

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部