期刊文献+

基于局部密集应变响应的海洋平台冰载荷反演方法 被引量:1

IDENTIFYING ICE LOAD ON OFFSHORE PLATFORM BASED ON LOCALLY CONCENTRATED STRAIN RESPONSE
下载PDF
导出
摘要 冰载荷的现场测量工作对于描述冰载荷与海洋平台的相互作用规律十分重要。回顾了自六十年代以来的各地冰载荷的测量情况,针对在采用压力盒进行直接测量和利用结构整体响应进行间接反算的过程中存在的困难,提出了一种利用局部应变响应信息来有效反演海洋平台冰载荷的新方法,并设计了用于反演的附加套筒结构模型。阐述了反演的基本原理,从理论上分析了反演的误差来源以及误差的稳定性,并讨论了反演时载荷作用区域的判断方法和测点的布置原则。最后,通过计算机仿真的反演算例和一缩尺模型的反演实验(包括模型应变响应的动态标定)验证了这种方法的可靠性。 Ice load measurement is important in characterizing the interaction between ice and offshore platform. This paper reviews ice load measurement around the world since 1960s. Some common difficulties are discussed regarding direct measurement using pressure cells and indirect estimation using structural response. A new method of measuring ice load using locally concentrated strain response of offshore structures is proposed to overcome the difficulties. A sleeve-like structure attached to the offshore platform is designed for the purpose. The basic principle of the method is discussed, and the sources of solution error and solution stability are analyzed theoretically. Some principles are also discussed on how to estimate the loading area and how to select the measurement points for the proposed method. Finally a numerical simulation and the experimental validation using a scaled sleeve-like model, including dynamic strain response calibration under concentrated load, are performed respectively to prove the effectiveness of the method.
出处 《工程力学》 EI CSCD 北大核心 2006年第7期185-192,共8页 Engineering Mechanics
基金 中国海洋石油总公司与中科院技术合作项目"海上平台优化设计与关键技术研究"(KJCX23-SW-L03-01)资助项目
关键词 冰载荷 海洋平台 局部应变 反演 误差分析 ice load offshore platform local strain inverse method error analysis
  • 相关文献

参考文献10

  • 1Blenkarn K.Measurement and analysis of ice forces on Cook Inlet structures[C].Houston:Proceedings of Offshore Technology Conference (OTC 1261),1970.
  • 2Lipsett A W,Gerard R.Field measurements of ice forces on bridge piers,1973~1979[R].Alberta:Alberta Research Council and Alberta Cooperative Research Program in Transportation and Surface Water Engineering,Report SWE 80-3,130,1980.
  • 3M(a)(a)tt(a)nen M.On conditions for the rise of self-excited ice-induced autonomous oscillations in slender marine pile structures[R].Winter Nav.Board:Research Report,25,1975.
  • 4Frederking R M W,Sayed M.Ice impact force measurements on a vertically face bridge pier[J].Journal of Offshore Mechanics and Arctic Engineering,1992,114(1):63~65.
  • 5Haynes F D,Sodhi D S,Zabilansky L J,Clark C H.Ice force measurements on a bridge pier in the St.Regis River[R].Hanover:CRREL Special Report No.SR21-14,6,1991.
  • 6Timco G W,Johnston M.Ice loads on the molikpaq in the canadian beaufort sea[J].Cold Regions Science &Technology,2003,37(1):51~68.
  • 7Xu J,Leira B.Dynamic response of a jacket platform subjected to ice floe loads[C].Quebec City:Proceedings of 6th International Conference on Port and Ocean Engineering under Arctic Conditions (POAC-81),1981.
  • 8Xu J,Li T.A critical sea ice state warning system for winter offshore oil production in north bohai bay[C].Potsdam:Proceedings of the 14th IAHR Ice Symposium(IAHR-96),1998.
  • 9谢永利,王晓谋.关于电阻式微型压力盒的标定与分析[J].西安公路学院学报,1993,13(3):23-27. 被引量:4
  • 10陈志坚,游庆仲,林闽,李筱艳.振弦式压力盒在刚性接触面应力监测中的应用研究[J].中国工程科学,2002,4(12):80-85. 被引量:9

二级参考文献6

  • 1二滩水电开发有限责任公司.岩土工程安全监测手册[M].北京:中国水利水电出版社,1998.13~18,149~151.
  • 2徐芝伦.弹性力学(下册,第二版)[M].北京:高等教育出版社,1987.30~40.
  • 3Jerffrey S.Y,周世忠.Jiangyin Yangze Bridge,China[A].江苏省长江公路大桥建设指挥部编.江阴长江公路大桥工程建设论文集[C].北京:人民交通出版社,2000.530~533.
  • 4丁腊荣.江阴长江公路大桥南锚碇施工温度控制[A].江苏省长江公路大桥建设指挥部编.江阴长江公路大桥工程建设论文集[C].北京:人民交通出版社,2000.162~165.
  • 5陈志坚,卓家寿,刘世君.干扰位移法及层状岩质边坡滑动边界的确定[J].岩石力学与工程学报,2000,19(5):630-633. 被引量:20
  • 6陈志坚.层状岩质高边坡稳定监测技术[J].中国工程科学,2001,3(5):86-91. 被引量:11

共引文献10

同被引文献14

引证文献1

二级引证文献3

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