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油气爆炸作用下海洋平台抗冲结构研究 被引量:4

Research on anti-explosion structure of offshore platform subject to gas explosion load
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摘要 海洋平台在服役期间,常会遭受到油气泄露而爆炸引起的冲击破坏。结合歧口QK18-2海洋平台结构,利用非线性瞬态动力学计算软件MSC.Dytran对气体爆炸造成海洋平台结构的损伤机理进行数值仿真研究。在此基础上,详细研究舱室在爆炸载荷下的动态响应,将舱室和爆炸区之间的围壁结构采用增加板厚和改变支撑结构形式、尺寸等四种不同的方式进行比较研究,得出支撑结构对于平台抗冲击的重要性,从而提出有效可行的抗冲结构形式。 The offshore platform is liable to suffer from the shock damage caused by explosion due to oil or gas leaking during its operation. Based on the structure of QK18-2 platform, by using the non-linear dynamic transient analysis calculation software MSC. Dytran, the paper pre- sents the numerical simulation of the damage caused by gas explosion to the offshore structure. And on the basis of the analysis on the structure of the platform, an in-depth study is made on the dynamic response of the compartment to the explosion load and on the distortion, stress, strain, and acceleration. Finally an effective and feasible strengthening proposal is made to provide an anti-explosion structure after comparing four different methods of increasing the thickness, changing the support structure, and re-adjusting the structural form and size.
作者 何皛磊 尹群
出处 《海洋工程》 CSCD 北大核心 2008年第4期16-22,共7页 The Ocean Engineering
关键词 海洋平台 气体爆炸 动态响应 抗冲结构 有限元 offshore platform gas explosion dynamic response anti-explosion FEM
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参考文献7

  • 1Hanke L Kite-Powell, Di Jin. Investigation of potential risk factors for grounding of commercial vessels in U.S. ports[J]. International Journal of Offshore and Polar Engineering, 1999, 9:16- 21.
  • 2杜志鹏.大型水面舰船舷侧多舱室防护结构抗爆机理和仿真研究[D].上海:上海交通大学,2005,45-50.
  • 3Cowper G R, Symonds P S. Strain hardening and strain rate effects in the impact loading of cantilever beanls[R]. Brown University, Division of Applied Mathematics Report, 1957.
  • 4MSC. Dytran Example Problem Manual[M]. MSC. Software Corporation, 2005.17- 20.
  • 5丁云,丁大玉,汤明钧.非理想爆源爆炸波的数值计算[J].爆炸与冲击,1995,15(4):289-299. 被引量:18
  • 6Kivity Y, Feller S. Blast venting from a cubicle[A]. The 22nd DoD Explosives Safety seminar[ C]. 1986.1 - 19.
  • 7Kivity Y, Florie C, Lenselink H. Response of protective structures to internal explosions with blast venting[A]. MSC World Users' Comference[C]. 1993.1 - 10.

二级参考文献3

共引文献21

同被引文献50

  • 1宋剑,何勇,沈照伟,龚顺风,金伟良.单点系泊海洋平台结构管节点强度校核与可靠性分析[J].中国海洋平台,2004,19(4):26-29. 被引量:5
  • 2丁云,丁大玉,汤明钧.非理想爆源爆炸波的数值计算[J].爆炸与冲击,1995,15(4):289-299. 被引量:18
  • 3范明瑞,董毓利,贾宝荣,李晓东.单层钢框架火灾行为的试验研究[J].青岛理工大学学报,2006,27(3):19-23. 被引量:11
  • 4王秀丽,李强,殷占忠.圆管相贯加强环节点承载力与变形性能分析[J].兰州理工大学学报,2006,32(5):128-132. 被引量:10
  • 5SY/T10030-2002,中华人民共和国石油天然气行业标准[s].2002:28-31.
  • 6Marcus M K Lee, Fabio Gazzola. Design equation for offshore overlap tubular K-joint under in-plane bending[J]. Journal of structural engineering,2006,132(7) : 1085 - 1097.
  • 7F Gazzola, M M K Lee, E M Dexter. Design equation for overlap tubular K-joints under axial loading[ J]. Journal of Structural Engineering,2000,126(7) : 798 - 808.
  • 8C K Soh, T C Fung, F Qin, et al. Behavior of completely overlapped tubular joints under cyclic loading[ J] .Journal of Structural Engineering,2001, 127(2): 122-128.
  • 9Rubert A, Schamnann P. Structural steel and plane frame assemblies under fire action[ J]. Fire Safety Journal, 1986, 10(6): 173- 184.
  • 10J Ding, Y C Wang. Temperatures in unprotected joints between steel beams and concrete-filled tubular columns in fire[ J]. Fire Safety Journal,2009:16 - 32.

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