期刊文献+

船舶抛锚对浅水区埋置管道的损伤分析 被引量:9

Analysis of Impact on Submarine Buried Pipelines from Dropped Anchor in Shallow Water
下载PDF
导出
摘要 针对浅水区海底埋置管道受船锚冲击后的安全性问题,提出重力式抛锚作业船锚下落速度的计算方法,应用ABAQUS有限元软件建立数值模型,采用CEL方法模拟船舶抛锚撞击埋置管道的动态过程,分析抛锚水深、船锚入泥角度以及管道埋置深度对管道受船锚撞击的损伤影响。结果表明,给定型号的船锚抛锚水深小于船锚达到平衡速度的水深时,海底管道受船锚撞击的损伤程度随抛锚水深增加而增大;船锚入泥角度超过15°后,抛锚撞击管道的损伤程度随入泥角度增大而减小;海底管道受船锚撞击的凹陷深度随管道埋置深度增加成反比关系。 In order to investigate safety of submarine buried pipelines in shallow water,which may be impacted by dropped anchors,a method to calculate the anchor velocity was developed for the anchor dropped in water under gravity. Based on the CEL method,the finite element model was established using ABAQUS to simulate the impact process of anchor on buried pipeline. The damage of the buried pipeline from anchor impacting was analyzed,considering the effect of water depth,the penetration angle of anchor and the buried depth of pipeline. The results showed that for the given anchor the degree of pipeline damage increases with water depth before the anchor reaching the terminal speed. When the anchoring penetration angle is more than15°,the degree of pipeline damage decreases with the increase of penetration angle,and the dent of pipeline has an inverse relationship with the increase of buried depth.
出处 《船海工程》 北大核心 2017年第4期169-172,共4页 Ship & Ocean Engineering
基金 国家973课题资助项目(2014CB046804) 国家自然科学基金项目(51409185) 天津市应用基础与前沿技术研究计划(15JCYBJC21700)
关键词 埋置管道 CEL 抛锚撞击 凹陷深度 buried pipeline CEL impact dent depth
  • 相关文献

参考文献8

二级参考文献47

  • 1杨玉祥,赵智帮.介绍悬链计算新方法及港口单锚泊稳定分析[J].水运工程,2005(1):33-37. 被引量:15
  • 2贾超,张楚汉,金峰,程卫帅.可靠度对随机变量及失效模式相关系数的敏感度分析及其工程应用[J].工程力学,2006,23(4):12-16. 被引量:14
  • 3Pal B, Salpekar V Y. Stress analysis of damaged submarine pipeline using finite element method[ C]//Proc. Int. Offshore and Polar Engineering Conference. 1999 : 153 - 159.
  • 4Wierzbicki T, Suh M S. Indentation of tubes under combined loading[J]. Int. J. Mechanical Sciences, 1988: 0020- 7403.
  • 5M Zeinoddini, J E Harding, G A R Parke. Effect of impact damage on the capacity of tubular steel members of offshore structures[J]. Marine Structures, 1998, ( 11 ) : 141 - 157.
  • 6Det Norske Veritas. DNV- RP- F107, Risk Assessment of Pipelines Protection[ S].
  • 7Katteland Lars H, Oygarden Bjom. Risk analysis of dropped objects for deep water development[C] //Proc. Int. Conference on Off- shore Mechanics and Arctic Engineering, OMAE. 1995:276- 279.
  • 8Alessandro Mazzola. A probabilistic methodology for the assessment of safety from dropped loads in offshore engineering[J]. Risk Analysis,2000,20(3).
  • 9余建新,郭振邦.船舶与海洋结构物可靠性原理[M].天津:天津大学出版社,2001.
  • 10Rackitz R, Fiessler B. Structural reliability under combined random load sequences[J]. Computer Structure, 1978, 9(5) :489 - 494.

共引文献72

同被引文献37

引证文献9

二级引证文献13

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