期刊文献+

非典型约束形式下海洋平台波纹板舱室抗爆能力评估

Assessment on explosion resistance capability for corrugated wall of cabin with atypical constraints on offshore platform
下载PDF
导出
摘要 针对非典型约束条件即底部端面梁固定约束、其他各端面梁连接约束的海洋平台关键舱室,其波纹板舱壁在油气爆炸载荷下抗爆能力研究不足,采用数值模拟方法,结合考虑材料应变率效应的实验验证,分析爆炸载荷下舱壁动力响应及破坏模式。由传统位移指标不能准确评估该模型的抗爆能力,提出基于应变的评价指标,以此建立P-I评估曲线。研究表明舱壁与底部端面梁连接部位首先达到最大破裂应变发生破裂,其为超压与冲量共同作用结果;舱室可抵抗超压40 k Pa、冲量230 k Pa·ms的载荷而不发生塑性变形;舱室可抵抗超压85 k Pa、冲量400 k Pa·ms的载荷而不发生破裂。提出的以应变为指标的P-I曲线可量化舱壁损伤评估区间,结合爆炸载荷值,准确评估舱壁抗爆能力及损伤大小,为工程人员优化舱壁抗爆能力、确定灾后控制措施提供指导。 Aiming at the key cabins on offshore platform with atypical constraints,namely fixed constraints of end beams at the bottom and link constraints of other end beams,the study on explosion resistance capability for corrugated wall of cabin under the load of oil and gas explosion was insufficient. The dynamic response and failure mode of cabin wall under explosion load were analyzed by using numerical simulation method combined with experimental verification on strain rate effect of material. Because the explosion resistance capability of this model could not be assessed accurately by traditional displacement indexes,an evaluation index based on strain was proposed,thus the P- I assessment curve was established. The results showed that the maximum rupture strain was reached at first in the connection parts between the cabin walls and the end beams at the bottom of cabin,then the rupture occurred,which was caused by the combined action of overpressure and impulse. The cabin could resist the explosion load of 40 k Pa overpressure or 230 k Pa·ms impulse without plastic deformation,and it could resist the explosion load of 85 k Pa overpressure or 400 k Pa·ms impulse without rupture. The proposed P- I curve with strain as index can quantify the assessment range of wall damage,and assess the explosion resistance capability and damage of cabin wall accurately combined with the value of explosion load. It provides the guidance for engineers to optimize the explosion resistance capability of cabin wall and determine the post- accident control countermeasures.
出处 《中国安全生产科学技术》 CAS CSCD 北大核心 2016年第4期39-44,共6页 Journal of Safety Science and Technology
基金 国家自然科学基金项目(51579246) 中央高校基本科研业务费专项资金项目(15CX05018A)
关键词 P-I曲线 海洋平台 油气爆炸 抗爆能力 非典型约束 P-I curve offshore platform oil and gas explosion explosion resistance capability atypical constraints
  • 相关文献

参考文献15

  • 1Paik J K, Czujko J. Explosion and fire engineering of FPSOs (phase II): Definition of fire and gas explosion design loads[J]. Research Institute of Ship and Offshore Structural Design Innovation, Pusan National University, Busan, Korea, Final Report No. EFEF-03-R2, 2010.
  • 2Biggs J M, Testa B. Introduction to structural dynamics[J]. 1964.
  • 3DNV-RP-C204. Design against accidental loads[S]. Norway: DET NORSKE VERITAS, 2010.
  • 4Tolloczko J J A. Interim guidance notes for the design and protection of topside structures against explosion and fire[M]. Steel Construction Institute, 1992.
  • 5Brewerton R. Design Guide for Stainless Steel Blast Wall–Technical Note 5[J]. Fire and Blast Information Group (FABIG), London, 1999.
  • 6L.A.Louca, J.W.Boh, Y.S.Choo. Design and analysis of stainless steel profiled blast barriers[J]. Journal of Constructional Steel Research, 2004, 60: 1699-1723.
  • 7于文静,赵金城,史健勇,龚景海.波纹板防爆墙在爆炸荷载作用下动态力学性能研究[J].四川建筑科学研究,2012,38(2):78-81. 被引量:8
  • 8Langdon GS, Schleyer GK. Inelastic deformation and failure of profiled stainless steel blast walls[J]. PartⅠ: experimental investigations, International Journal of Impact Engineering, 2005, 31: 341-369.
  • 9Langdon GS, Schleyer GK. Inelastic deformation and failure of profiled stainless steel blast walls[J]. PartⅡ: analytical modeling considerations. International Journal of Impact Engineering, 2005, 31: 371-399.
  • 10Langdon GS, Schleyer GK. Inelastic deformation and failure of profiled stainless steel blast walls[J]. PartⅢ: finite element simulations and overall summary. International Journal of Impact Engineering, 2006 ,32: 988-1012.

二级参考文献8

  • 1Boh J W,Louca L A,Chooa Y S. Energy absorbing passive impact barrier for profiled blastwalls[J].International Journal of Impact Engineering,2005.976-995.
  • 2VinnemJ E. Perspective on gas Explosions risk offshore;Low historic gas explosion frequencies revealed in north sea[A].Norway,2000.
  • 3Yasseri S,Menhennett P A. Methodology for performance-based explosion resistant design[A].2000.2003-0548.
  • 4Recommended pratice for planning. designing and constructing fixed offshore platforms-working stress design[S].American petroleum Institute,2000.
  • 5Johson C R,Cook W H. A constitutive mode and data for metals subjected to large strains,high strain rate and high temperatures[A].Netherlands:The Hague,1983.541-547.
  • 6韩永利,陈洋,陈龙珠.基于LS-DYNA的墙体抗燃气爆炸能力数值分析[J].防灾减灾工程学报,2010,30(3):298-302. 被引量:16
  • 7张媛,叶茂盛,邱海荣,吴永祥,孟庆政.波纹板防爆墙应力分析研究[J].石油和化工设备,2010,13(8):18-20. 被引量:3
  • 8于文静,史健勇,赵金城.Q345钢材动态力学性能研究[J].建筑结构,2011,41(3):28-30. 被引量:38

共引文献7

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