Sloshing

姓名
邮箱
手机号码
标题
留言内容
验证码

晃荡

doi:10.6052/1000-0992-16-017

FALTINSENO.M.^,

Centre for Autonomous Marine Operations and Systems(AMOS), Department of Marine Technology, Norwegian University of Science and Technology(NTNU), NO-7491 Trondheim, Norway

详细信息

中图分类号:O35
计量
- 文章访问数:3384
- HTML全文浏览量:550
- PDF下载量:2479
- 被引次数:0
出版历程
- 收稿日期:2016-05-11
- 网络出版日期:2016-09-19
- 刊出日期:2017-02-24

O. M. FALTINSEN^,

Centre for Autonomous Marine Operations and Systems(AMOS), Department of Marine Technology, Norwegian University of Science and Technology(NTNU), NO-7491 Trondheim, Norway

More Information

Corresponding author:Odd Magnus Faltinsen was born in 1944 in Stavanger, Norway, and obtained a cand. real. in applied mathematics at the University of Bergen in 1968 and a PhD in Naval Architecture and Marine Engineering in 1971 at the University of Michigan. He has worked on broad aspects of hydrodynamics of displacement ships, high-speed craft, offshore structures, and fish farms. He has been professor of Marine Hydrodynamics from 1976 at NTNU and educated 59 PhDs. He is a honorary professor at Harbin Engineering University, Academic Master at Dalian University of Technology, and has been visiting professor three 1-year periods at Massachusetts Institute of Technology (MIT), US. Faltinsen is the author of the three textbooksSealoads on Ships and Offshore Structures, Hydrodynamics of High-Speed Marine Vehicles, Sloshing (co-authored with A. N. Timokha). Cambridge University Press has published them all. All of them have been translated to Chinese. He has authored about 450 publications in scientific journals, conferences and books, and given about 50 keynotes and honors lectures. Faltinsen gave the 15th GeorgWeinblum Lecture, 1992-1993 and Third Annual Honors Lecture, The Offshore Technology Research Centre, College Station and Austin, Texas; 1993. He received the Fridtjof Nansen's award for outstanding research in science and medicine in 2011. The 26th International Workshop on Water Waves and Floating Bodies held in Athens on April 1720, 2011 was dedicated to Professor Odd M. Faltinsen for his "lifetime scientific achievements". The "Professor Odd Faltinsen Honoring Symposium on Marine Hydrodynamics" was arranged at Conference on Ocean Offshore & Arctic Engineering (OMAE) 2013, Nantes, France in June 9-14, 2013. He received the Ocean, Offshore and Arctic Engineering (OOAE) Division-American Society of Mechanical Engineers (ASME) Lifetime Achievement Award in "grateful recognition of significant lifetime contributions to marine and offshore hydrodynamics" in June 2013 and the Sobena International Award in 2014. Faltinsen is elected member of Norwegian Academy for Technical Sciences, Norwegian Academy of Science and Letters, The Royal Norwegian Society of Sciences and Letters, corresponding member of Croatian Academy of Sciences and Arts, foreign member of the National Academy of Engineering, USA and the Chinese Academy of Engineering. E-mail:odd.faltinsen@ntnu.noE-mail:wmchen@imech.ac.cn

摘要

摘要:本文列举了诸多工程领域中的液体共振运动现象，详细探讨了船舱中伴有剧烈流动的晃荡问题.描述了基于理论分析的非线性多模态方法，该方法便于波动稳定性分区、多分支解和物理稳定性的研究.强调了方形舱、垂向圆柱舱以及球形舱内伴有旋转和混沌（不规则波动）的三维流动的重要性.晃荡引起的砰击涉及到各种各样的内流条件，这些条件随液体深度与舱体长度之比而变化.针对棱柱状LNG舱，讨论了许多与流体力学和热力学参数、影响砰击载荷效应的水弹性以及模型实验缩尺比的物理现象.
- 多模态方法/
- 晃荡/
- 波动分区/
- 砰击/
- 水弹性/
- 模型实验缩比
Abstract:Resonant liquid motions in various engineering fields are exemplified. Sloshing in ship tanks associated with violent flow are discussed in detail. A nonlinear analytically based multimodal method that facilitates investigations of wave regimes, multi-branched solutions and physical stability is described. The importance of 3D flow with, for instance, swirling and chaos in nearly square-base tanks as well as in vertical cylindrical and spherical tanks is emphasized. Sloshing-induced slamming involves a broad variety of inflow conditions that depend on the liquid depth-to-tank length ratio. The many physical phenomena involving fluid mechanic and thermodynamic parameters as well as hydroelasticity effecting slamming load effects and associated scaling from model to full scale for prismatic liquefied natural gas (LNG) tanks are discussed.
- multimodal method/
- sloshing/
- wave regimes/
- slamming/
- hydroelasticity/
- model test scaling

HTML全文

Figure 1.Examples of typical periodic (steady-state) free-surface motions for shallow (a), intermediate (b), nearly critical (c), and finite (d) liquid depth conditions for forced horizontal oscillations with periodTnear the highest natural sloshing periodT₁of two-dimensional flow in a rectangular tank. Shallow liquid conditions (a) are forh/l=0.125,h/l=0.125 ,T/T₁=1. The forcing amplitude to tank breadth ratio is 0.1. Nearly-critical depth conditions (c) are forh/l= 0.35,T/T₁= 0.787

下载: 全尺寸图片幻灯片

Figure 2.Experimental and theoretical stability boundariesT,S, andPfor non-dimensional filling depthh/R₀=0.6 and different longitudinal forcing amplitudesε=η_1a/R₀versus non-dimensional forcing frequencyσ/σ₁₁. Empty (stable) and solid (unstable) symbols are experimental bounds taken from Sumner and Stofan (1963) . The symbols related toSare covered by a shadow area. Theoretical stability boundaries are marked by the solid linesT,S, andP(Faltinsen & Timokha, 2013)

下载: 全尺寸图片幻灯片

Figure 3.Dimensionless steady-state wave elevation near the vertical wall =(f_max-f_min)/h(as proposed byChester and Bones(1968)) versus the excitation frequency. Rectangular tank with water depth-to-tank breadth ratioh/l= 0.08333 and 2D flow. Horizontal harmonic excitations. The calculated data are for fresh water with kinematic viscosity coefficientν=1.1×10⁻⁶m²⋅s⁻¹. ◊ = experiments byChester and Bones(1968), dashed line = Boussinesq-type multimodal theory and solid line = theory byChester (1968). (a)η_2a/l=0.001254, (b)η_2a/l= 0.002583

下载: 全尺寸图片幻灯片

Figure 4.Three different scenarios of impact against the tank roof considered by Rognebakke and Faltinsen (2005) : (a) high-curvature free-surface impact with a high velocity jet; (b) flat impact; (c) impact with oscillating gas cavity

下载: 全尺寸图片幻灯片

参考文献 (25)

[1]	Abrahamsen B C, Faltinsen O M. 2011. The effect of air leakage and heat exchange on the decay of entrapped air pocket slamming oscillations. Physics of Fluids, 23:1-17.http://cn.bing.com/academic/profile?id=2044466016&encoded=0&v=paper_preview&mkt=zh-cn
[2]	Abrahamsen B C, Faltinsen O M. 2012. The natural frequency of the pressure oscillations inside an air pocket which is entrapped between a water-wave and a plane wall. J. of Fluids and Structures, 35:200-212.doi:10.1016/j.jfluidstructs.2012.07.004
[3]	Ancellin M, Brosset L, Ghidaglia J M. 2012. Influence of phase transition on sloshing impact pressures described by a generalized Bagnold's model//The 22th International Offshore and Polar Engineering Conference, Rhodes, Greece.
[4]	Braeunig J P, Brosset L, Dias F, Ghidaglia J M. 2010. On the effect of phase transition on impact pressures due to sloshing//The 20th International Offshore and Polar Engineering Conference, Beijing, China.
[5]	Chester W. 1968. Resonant oscillations of water waves. I. Theory. Phil. Trans. R. Soc. Lond. A, 306:5-22.
[6]	Chester W, Bones J A. 1968. Resonant oscillations of water waves. Ⅱ. Experiment. Phil. Trans. R. Soc. Lond. A, 306:23-30.
[7]	Faltinsen O M. 1997. The effect of hydroelasticity on slamming. Phil. Trans. R. Soc. Lond. A, 355:575-591.doi:10.1098/rsta.1997.0026
[8]	Faltinsen O M. 2005. Hydrodynamics of High-Speed Marine Vehicles. New York:Cambridge University Press.
[9]	Faltinsen O M, Timokha A N. 2009. Sloshing. New York:Cambridge University Press.
[10]	Faltinsen O M, Firoozhkoohi R, Timokha A N. 2011a. Steady-state liquid sloshing in a rectangular tank with slat-type screen in the middle:Quasi-linear theory modal analysis and experiments. Physics of Fluids, 23:042101.doi:10.1063/1.3562310
[11]	Faltinsen O M, Firoozhkoohi R, Timokha A N. 2011b. Effect of central slotted screen with a high solidity ratio on the secondary resonance phenomenon for liquid sloshing in a rectangular tank. Physics of Fluids, 23:062106.doi:10.1063/1.3602508
[12]	Faltinsen O M, Timokha A N. 2012. Analytically approximate natural sloshing modes for a spherical tank shape. Journal of Fluid Mechanics, 703:391-401.doi:10.1017/jfm.2012.237
[13]	Faltinsen O M, Timokha A N. 2013. Nonlinear sloshing in a spherical tank//32nd International Conference on Ocean, Offshore and Arctic Engineering, Nantes, France.
[14]	Fredriksen A G, Kristiansen T, Faltinsen O M. 2015. Wave-induced response of a floating 2D body with moonpool. Philosophical Transactions of the Royal Society A Mathematical Physical & Engineering Sciences, 373:2033.http://cn.bing.com/academic/profile?id=2181769825&encoded=0&v=paper_preview&mkt=zh-cn
[15]	Graczyk M. 2008. Experimental investigation of sloshing loading and load effects in membrane LNG tanks subjected random excitation.[PhD Thesis]. Department of Marine Technology, NTNU, Trondheim, Norway.
[16]	Guo X Y, Wang B L, Liu H. 2011. A numerical method for investigating free surface impact with air entrapment during sloshing. Journal of Marine Science and Technology, 19:651-659http://cn.bing.com/academic/profile?id=2466382208&encoded=0&v=paper_preview&mkt=zh-cn
[17]	Lugni C, Brocchini M, Faltinsen O M. 2006. Wave impact loads:The role of the flip-through. Physics of Fluids, 18:122101.doi:10.1063/1.2399077
[18]	Lugni C, Miozzi M, Brocchini M, Faltinsen O M. 2010a. Evolution of the air-cavity during a depressurized wave impact. Part I:The kinematic flow field. Physics of Fluids, 22:056101.http://cn.bing.com/academic/profile?id=2081560618&encoded=0&v=paper_preview&mkt=zh-cn
[19]	Lugni C, Brocchini M, Faltinsen O M. 2010b. Evolution of the air-cavity during a depressurized wave impact. Part Ⅱ:The dynamic field. Physics of Fluids, 22:056102.http://cn.bing.com/academic/profile?id=2081560618&encoded=0&v=paper_preview&mkt=zh-cn
[20]	Lugni C, Bardazzi A, Faltinsen O M, Graziani G. 2014. Hydroelastic slamming response in the evolution of a flip-through event during shallow-liquid sloshing. Physics of Fluids, 26:032108.doi:10.1063/1.4868878
[21]	Moiseev N N. 1958. On the theory of nonlinear vibrations of a liquid of finite volume. Journal of Applied Mathematics and Mechanics (PMM), 22:860-872.doi:10.1016/0021-8928(58)90126-6
[22]	Rognebakke O F, Faltinsen O M. 2005. Sloshing induced impact with air cavity in rectactangular tank with high filling ratio. In:Twentieth International Workshop on Water Waves and Floating Bodies, Svalbard, Norway.
[23]	Sauret A, Boulogne F, Cappello J, Dressaire E, Stone H A. 2015. Damping of liquid sloshing by foams. Physics of Fluids, 27:243-257.http://cn.bing.com/academic/profile?id=1987683328&encoded=0&v=paper_preview&mkt=zh-cn
[24]	Sumner I E, Stofan A J. 1963. An experimental investigation of the viscous damping of liquid sloshing in spherical tanks. Tech. Report NASA, TN D-1991.
[25]	Wei Z J, Faltinsen O M, Lugni C, Yue Q J. 2015. Sloshing-induced slamming in screen-equipped rectangular tanks in shallow-water conditions. Physics of Fluids, 27:032104.doi:10.1063/1.4913983