Comparative Study on Fluid Field Simulation Method for Numerical Simulation of Collision between Ship and Floating Anti-collision Steel Box

PAN Jin1, ZHANG Xiao-qiang1,XU Ming-cai2,3,REN Shu-xia4

Journal of Vibration and Shock ›› 2016, Vol. 35 ›› Issue (7) : 124-129.

PDF(2260 KB)
PDF(2260 KB)
Journal of Vibration and Shock ›› 2016, Vol. 35 ›› Issue (7) : 124-129.

Comparative Study on Fluid Field Simulation Method for Numerical Simulation of Collision between Ship and Floating Anti-collision Steel Box

  • PAN Jin1, ZHANG Xiao-qiang1,XU Ming-cai2,3,REN Shu-xia4
Author information +
History +

Abstract

A numerical simulation of collision between a 1000t ship and a floating anti-collision steel box of bridge is carried out using Ansys/Ls-dyna. In order to figure out the influence of the flow field on the results of the numerical simulation, fluid-structure coupling method and the added mass coefficient method is applied respectively to account the effect of the flow field during collision process and the results from the two methods are compared, such as collision force, collision depth, vertical displacement and internal energy change of the anti-collision steel box. Results show that, while considering fluid-structure interaction, the maximum collision depth is smaller, meanwhile the maximum collision force is larger, and the maximum collision force is significantly larger with the collision energy increasing, compared to the added mass coefficient method. Therefore, considering fluid-structure interaction to account the effect of the flow field is necessary for the anti-collision steel box design of bridge. Furthermore, from results, the larger ship collision energy is, the more important vertical displacement is. By designing the ballast water capacity appropriately, the vertical displacement of steel box during collision process can be reduced and the energy-absorbing capability can be improved.
 

Key words

ship / bridge / fluid-structure interaction / added mass coefficient / anti-collision steel box / finite element method

Cite this article

Download Citations
PAN Jin1, ZHANG Xiao-qiang1,XU Ming-cai2,3,REN Shu-xia4. Comparative Study on Fluid Field Simulation Method for Numerical Simulation of Collision between Ship and Floating Anti-collision Steel Box[J]. Journal of Vibration and Shock, 2016, 35(7): 124-129

References

[1] Minorsky V U. An analysis of ship collision to protection of nuclear powered plant[J]. Ship Research, 1959,3(2): 1-4.
[2] Woisin G. Design against collision[A]. Proceedings of International Symposium on Advances in Marine Technology[C]. Trondheim (Norway):1979:309-336.
[3] Derucher K.N. Analysis of concrete bridge piers for vessel impact[A]. Proceeding of Sino-American Symposium on Bridge and Structural Engineering[C]. China: Sept.13-19, 1982: Part I:1-11-1~1-11-25.
[4] 耿波,桥梁船撞安全评估[D]. 上海:同济大学土木工程学院,2007.
GENG Bo, Safety Assessment of bridges due to vessels impact[D]. Shang Hai: College of civil engineering, Tongji University, 2007.
[5] 王君杰,宋彦臣,卜令涛. 桥墩船撞力时间过程概率模型[J].公路交通科技,2014,31(1): 82-88.
WANG Jun-jie, SONG Yan-chen, BU Ling-tao. Probabilistic model of impact force for vessel-bridge collision[J].Journal of Highway and Transportation Research and Development, 2014, 31(1): 82-88.
[6] 彭凯, 肖盛燮. 桥梁下部结构与外物碰撞的力学模型模拟[J]. 重庆交通学院学报, 1999, 18(4):138-141.
PENG Kai, XIAO Sheng-xie. Suppositions on simulation models of bridge substructure in collision with other objects[J]. Journal of Chongqing Jiaotong Institute, 1999, 18(4):138-141.
[7] 胡志强,顾永宁,高震,李雅宁.基于非线性数值模拟的船桥碰撞力快速估算[J].工程力学,2005, 22(3):235-240.
HU Zhi-qiang, GU Yong-ning, GAO Zhen, LI Ya-ning. Fast evaluation of ship-bridge collision force based on nonlinear numerical simulation[J]. Engineering Mechanics,2005, 22(3):235-240.
[8] 李雅宁, 金允龙, 胡志强, 顾永宁. 船舶-桥墩碰撞与防护计算[J].交通部上海船舶运输科学研究所学报,2004,27(1):9-13.
LI Ya-ning, JIN Yun-long, HU Zhi-qiang, GU Yong-ning. The Collision of ship-bridge pier and it’s fending calculation[J]. Journal of SSSRI,2004,27(1):9-13.
[9] 潘晋,姜伟,许明财. 散货船与桥墩碰撞力的经验公式与数值模拟对比研究[J]. 振动与冲击,2012,31(19): 123-127.
PAN Jin, JIANG Wei, XU Ming-cai. Comparison of collision force between bridges and bulk carriers based on empirical formulas and numerical simulation[J]. Journal of Vibration and Shock,2012,31(19): 123-127.
[10] 潘晋,张敏,许明财.桥梁防船撞钢套箱的碰撞力快速估算[J]. 振动与冲击,2014,33(8): 66-71.
PAN Jin, ZHANG Min, XU Ming-cai. Rapid estimation of collision force between a ship and a steel box for bridge protection[J]. Journal of Vibration and Shock,2014,33(8): 66-71.
[11] 于俊杰,郑国富. 泰州长江公路大桥夹江主桥船撞力研究与基础结构设计[J]. 桥梁建设,2010(5):50-52.
YU Jun-jie, ZHENG Guo-fu. Study of ship collision force and structural design of foundations of main bridges of Jiajiang Bridge of Taizhou Changjiang River Highway Bridge[J]. Bridge Construction,2010(5):50-52.
[12] 王君杰,陈诚,汪宏,耿波. 基于碰撞数值模拟的桥梁等效静力船撞力-基本公式[J]. 公路交通科技,2009(2):66-70.
WANG Jun-jie, CHEN Cheng, WANG Hong, GENG Bo. Equivalent static force of ship impact to bridge based on impact numeric simulation- fundamental formula[J].Technology of Highway and Transport,2009(2):66-70.
[13] 刘建成, 顾永宁, 胡志强. 桥墩在船桥碰撞中的响应及损伤分析[J]. 公路, 2000(10): 33-41.
LIU Jian-cheng, GU Yong-ning, HU Zhi-qiang. Response and damage of bridge pier during ship-bridge collision[J]. Highway, 2000(10): 33-41.
[14] 王朝军, 陈传尧, 章建军, 刘小虎. 桥墩防护装置数值模拟分析[J]. 国外桥梁, 2001(4): 72-75.
WANG Zhao-jun, CHEN Chuan-yao, ZHANG Jian-jun, LIU Xiao-hu. Numerical simulation analysis of bridge pier protective device[J].World Bridges, 2001(4): 72-75.
[15] 潘晋,吴卫国,王德禹,许明财. 船-桥墩防护装置碰撞中的影响因素研究[J].武汉理工大学学报(交通科学与工程版),2005, 29(4):538-541.
PAN Jin, WU Wei-guo, WANG De-yu, XU Ming-cai. Uncertain factors research on collision between ship and anti-collision equipment[J]. Journal of Wuhan University of Technology (Transportation Science & Engineering ), 2005, 29(4):538-541.
[16] 范彬,王林,船桥碰撞及桥梁防撞结构研究[J].华东船舶工业学院学报(自然科学版),2005,19(4): 1-5.
FAN Bin, WANG Lin, Study on ship-bridge collision and protection structure of bridge[J]. Journal of East China Shipbuilding Institute (Natural Science Edition), 2005,19(4): 1-5.
[17] 李升玉,王曙光,刘伟庆,徐秀丽,方海. 船舶与桥墩防撞系统碰撞的数值仿真分析[J]. 自然灾害学报,2006, 15(5): 100-106.
LI Sheng-yu, WANG Shu-guang, LIU Wei-qing, XU Xiu-li, FANG Hai. Numerical simulations of ship collision with protective devices of bridge pier[J].Journal of Natural Disasters, 2006,15(5): 100-106.
[18] Peng S, Wu WG, Pan J, Xia ZY. Non-linear finite element drop collision simulation of the anti-collision device hitting a bridge pile cap[A]. Proceedings of the ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering[C], China(Shanghai): American Society of Mechanical Engineers, 2010: OMAE2010-20351.
[19] 臧秀平,杨波,王林. 船桥碰撞下箱式防护装置的性能研究[J].江苏科技大学学报(自然科学版),2009,23(3):197-201.
ZANG Xiu-ping, YANG Bo, WANG Lin. Study on the box-type protective device under the collision of ship and bridge[J]. Journal of Jiangsu University of Science and Technology( Natural Science Edition), 2009,23(3): 197-201.
[20] 李浩. 榕江特大桥主墩防撞设施船撞有限元仿真分析与计算[J].中国水运, 2012,12(6): 45-49.
LI Hao. Finite element numerical analysis and calculation of anti-collision equipment of the main pier of Rongjiang bridge[J].China Water Transport, 2012, 12(6): 45-49.
[21] Lv W, Lu RL, Ning XL, Yuan Y, Hu YX, Zeng H J. A mechanical calculation of the flexible& floating anti-ship collision device for bridge piers.[J]. Advanced Materials Research, 2012, 479-481: 2540-2545.
[22] 王自力, 顾永宁. 船舶碰撞动力学过程的数值仿真研究[J]. 爆炸与冲击, 2001,21(1):29-34.
WANG Zi-li, GU Yong-ning. Numerical Simulations of Ship/Ship Collisions[J]. Explosion and Shock Waves, 2001,21(1): 29-34.
[23] Pill I, Tabri K, 2009. Finite element simulation of ship collisions: A coupled approach to external dynamics and inner mechanics[A]. Analysis and Design of Marine Stuctures, Guedes Soare& Das(eds)[C], Taylar&Francis Group, London, ISBN 978-0-415-54934-9
[24] Petersen M J. Dynamics of ship collisions[J]. Ocean Engineering,1982,9(4):295-329.
PDF(2260 KB)

Accesses

Citation

Detail

Sections
Recommended

/