期刊文献+

3种导管架疲劳极限状态分析方法的应用比较 被引量:1

Comparison and Application of 3 Kinds of Fatigue Limit State Analysis Methods for Jackets
下载PDF
导出
摘要 针对老年导管架延长使用时,传统结构疲劳分析方法偏于保守,基于该方法进行平台结构完整性管理,往往会产生较多的检测费用的问题,推荐在在役导管架结构安全评估中采用旨在充分挖掘结构抗疲劳能力的疲劳极限状态分析方法,提出适合于工程实际应用的有限元计算导管架各类管节点的应力集中系数、节点柔性以及疲劳裂纹扩展的分析方法,通过工程应用案例,给出3种方法的适用范围。 As the traditional fatigue analysis method is conservative,there is a big difference between analysis results and inspection data which is acquired in in-service period. The conservative assessment conclusion leads to high frequency inspection and more cost. Therefore,the figure limit state analysis method should be employed to exploit the anti-fatigue capacity of jacket in in-service period. The finite elements analysis method was suggested to calculate the stress concentration factor of all kinds of joints,the joints flexibility and fatigue crack growth. The numerical example of real engineering cases were given to analyze the application range of three analytical methods of fatigue limit state.
作者 钟文军 周雷 王巍巍 卢华 张东卫 ZHONG Wen-jun;ZHOU Lei;WANG Wei-wei;LU Hua;ZHANG Dong-wei(Offshore Oil Engineering Co.Ltd.,Tianjin 300452,Chin)
出处 《船海工程》 北大核心 2018年第4期157-160,164,共5页 Ship & Ocean Engineering
基金 中国海洋石油总公司科技项目(CNOOC-KJ 125 ZDXM 05 GC 00 GC 2014-02)
关键词 疲劳极限状态 应力集中系数 节点柔性 疲劳裂纹扩展分析 fatigue limit state stress concentration factor joint flexibility fatigue crack growth analysis
  • 相关文献

参考文献5

二级参考文献20

  • 1宋杨,程哲,张正艺,解德.海洋平台X型管节点应力集中系数计算[J].固体力学学报,2010,31(S1):238-241. 被引量:4
  • 2欧进萍,段忠东.基于随机裂纹扩展机制的构件抗力衰减分析[J].机械强度,1994,16(3):46-51. 被引量:19
  • 3段忠东,欧进萍.基于概率疲劳累积损伤理论的构件抗力衰减分析[J].哈尔滨建筑大学学报,1996,29(1):1-8. 被引量:2
  • 4Fisher J W.Fatigue and fracture in steel bridges[M].John Wiley & Sons,Inc.,New York,N.Y.,1984.
  • 5Sedlacek G,Hensen W.Verfahren zur ermittlung der sicherheit von alten stahlbrücken unter verwendung neuester erkenntnisse der werkstofftechnik[J].Bauingenieur,1992,67(3):129~136.
  • 6Provan J W.Probabilistic fracture mechanics and reliability[M].Matinus Nighoff Publishers,1987.
  • 7Byers W G,Marley M J.Fatigue reliability reassessment procedures:state-of-the-art paper[J].J.Struct.Engrg.,ASCE,1997,123(3):271~276.
  • 8Yazdani N,Albrecht P.Risk analysis of fatigue failure of highway steel bridges[J].J.Struct.Engrg.,ASCE,1987,113(3):483~500.
  • 9Zhao Z W,Haldar A.Fatigue-reliability evaluation of steel bridges[J].J.Struct.Engrg.,ASCE,1994,120(5):1608~1623.
  • 10Geiβler K.Beitrag zur probabilistischen berechnung der restnutzungsdauer stahlerner bracken[D].Dresden:Technische Universitaet Dresden,,1995.

共引文献26

同被引文献5

引证文献1

二级引证文献2

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