期刊文献+

用MPS方法数值分析孤立波与平板相互作用问题 被引量:2

Simulation of solitary wave interacting with flat plate by MPS method
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摘要 表面孤立波与海洋结构物的相互作用常伴随有砰击、上浪等现象,是船舶与海洋工程领域需要研究的重要问题之一。该文采用基于无网格半隐式移动粒子MPS法开发的MLParticle-SJTU求解器,对孤立波与平板结构相互作用问题进行数值计算分析研究。模拟了二维孤立波对平板的冲击作用过程,得到的平板受力与实验结果吻合良好,验证了MLParticle-SJTU求解器在处理此类问题上的可行性。通过对孤立波与平板相互作用过程的三维模拟,观察到了有别于二维空间下的波浪在平板上表面演化过程,即呈现U型演化过程,说明对此类问题进行三维数值模拟的必要性。 The interaction between solitary wave and marine structure, with the phenomenon of slamming and green water, is one of the key issues in naval architecture and ocean engineering. In the paper, the in-house meshless particle solver MLParticle-SJTU based on Moving Particle Semi-Implicit(MPS) method is employed to numerically investigate the process of solitary wave acting onto flat plate in two-dimension firstly. Wave forces of the flat plate are in good agreement with experimental data in the literature, the solver shows good capacity in this problem. Furthermore, the three-dimensional simulation is carried out. Comparison against the two-dimensional result, U-type wetted surface of the plate is observed during the course of wave running up the plate. Hence, three- dimensional simulation is necessary for the issue of solitary wave interaction with flat plate.
出处 《水动力学研究与进展(A辑)》 CSCD 北大核心 2016年第4期395-401,共7页 Chinese Journal of Hydrodynamics
基金 国家自然科学基金项目(51379125 51490675 11432009 51579145 11272120) 长江学者奖励计划(T2014099) 上海高校东方学者特聘教授岗位跟踪计划(2013022)~~
关键词 MPS方法 MLParticle-SJTU求解器 推板造波 孤立波与平板相互作用 MPS MLParticle-SJTUsolver Piston wave-maker Solitary Wave Interacting with Flat Plate
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参考文献18

  • 1BETSY S, MASOUD H, CENGIZ E. Experiments and computations of solitary-wave forces on a coastal- bridge deck. Part I: Flat plate[J]. Coastal Engineering, 2014, 88: 194-209.
  • 2张雨新,万德成.用MPS方法数值模拟低充水液舱的晃荡[J].水动力学研究与进展(A辑),2012,27(1):100-107. 被引量:16
  • 3ZHANG Y X, WAN D C. Numerical simulation of liquid sloshing in low-filling tank by MPS[J]. Chinese Journal of Hydrodynarnics, 2012, 27(1): 100- 107.
  • 4ZHANG Y X, WAN D C. Apply MPS method to simu- late liquid sloshing in LNG tank[C]. Proceedings of the 22nd International Offshore and Polar Engineering Con- ference, Rhodes, Greece, 2012: 381-391.
  • 5唐振远,张友林,万德成.Numerical simulation of 3-D free surface flows by overlapping MPS[J].Journal of Hydrodynamics,2016,28(2):306-312. 被引量:6
  • 6TANG Z Y, WAN D C. Numerical simulation of impi- nging jet flows by modified MPS method[J]. Enginee- ring Computations, 20 l 5, 32(4): 1153-1171.
  • 7BOUSCASSE B, COLAGROSSIA A, MARRONE S, et al. Nonlinear water wave interaction with floating bodies in SPH[J]. Journal of Fluids and Structures, 2013, 42(4): 112-129.
  • 8LIANG Dong-fang,N. I. Thusyanthan,S. P. Gopal Madabhushi,唐洪武.Modelling Solitary Waves and Its Impact on Coastal Houses with SPH Method[J].China Ocean Engineering,2010,24(2):353-368. 被引量:5
  • 9PARVIZ G~ SHAHRYAR A, ABBAS D. Numerical simulation of solitary waves by SPH method and para- metric studies on the effect of wave height to water depth ratio[J]. International Journal of Engineering and Technology, 2012, 1(4): 453-465.
  • 10HUANG Y, ZHU C Q. Numerical analysis of tsunami- structure interaction using a modified MPS method[J]. Natural Hazards, 2015, 75: 2847-2862.

二级参考文献76

  • 1Ataie-Ashtiani,B.and Shobeyri,G.,2008.Numerical simulation of landslide impulsive waves by incompressible smoothed particle hydrodynamics,Int.J.Numer.Methods fluids,56(2):209 - 232.
  • 2Chen,E.,Ho,E.,Jallad,N.,Lam,R.,Lee,J.,Zhou,Y.,Del,Re D.,Berrios,L.,Nicolino,W.and Ratti,C.,2005.Resettlement or resilience? The tsunami safe(r) project,Proceedings of the International Symposium on isaster Reduction on Coasts,Melbourne,Australia,1 - 11.
  • 3Dias.P.,Dissanayake,R.and Chandratilake,R.,2008.Lessens learned from tsunami damage in Sri Lanka,Proceedings of ICE-Civil Engineering,159(2):74 - 81.
  • 4Gingold,R.A.and Monaghan,J.J.,1977.Smoothed particle hydrodynamics:theory and application to non-sphericalstars,Monthly Notices of the Royal Astronomical Society,181,375 - 389.
  • 5Gomez-Gesteira,M.and Dalrymple,R.A.,2004.Using a three-dimensional smoothed particle hydrodynamics methodfor wave impact on a tall structure,J.Waterw.Port Coast.Ocean Eng.,130(2):63-69.
  • 6Harlow,F.H.and Welch,J.E.,1965.Numerical calculation of time-dependent viscous incompressible flow of fluidwith a free surface,Phys.Fluids,8(12):2182-2189.
  • 7Hirt,C.W.and Nichols,B.D.,1981.Volume of fluid (VOF) method for the dynamics of free boundaries,J.Comput.Phys.,39(1):201-225.
  • 8Liang,D.,2010.Evaluating shallow water assumptions in dam-break flows,Proceedings of the Institution of Civil Engineers-Water Management,163(5):227-237.
  • 9Lucy,L.B.,1977.A numerical approach to the testing of the fission hypothesis,The Astronomical Journal,82,1013-1024.
  • 10Modoni,A.,2007.Tsunami resistant structures,MEng thesis,Department of Engineering,University of Cambridge.

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