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结构撞水的流固耦合动力分析 被引量:7

Dynamic Analysis of Fluid-Structure Interaction for Water Impact of Structure
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摘要 结构的撞水是流固耦合相互作用的瞬态过程.本文采用有限元法,就三维楔形体结构对带自由表面流场的撞水过程进行了数值模拟.楔形体结构简化为V型折板,流场和结构分别采用欧拉网格与拉格朗日网格,进行流固耦合动力分析的迭代求解.在此基础上开展参数化研究,探讨了撞水速度、板厚、斜倾角以及材料参数对撞水过程的影响.分析的结果与有关文献的实验结果比较吻合,为撞水结构的强度分析与设计提供了参考. It is a transient process of fluid-structure interaction for a structure impacting on water.By means of finite element method,a numerical simulation of water impact is proceeded for a three-dimensional wedge-shaped structure impacting on the fluid field with a free-surface.The wedge is simplified to V-shaped plates.The fluid domain and structure are modeled with Eulerian and Lagrangian meshes respectively.The iterative solution is solved for the dynamic analysis of fluid-structure interaction.Based on the numerical simulation,the parametric investigations are carried out,including the influences of the impacting velocity,the plate-thickness,the deadrise angle and the material parameters on the process of water impact.The present numerical results of dynamic analysis on water impact agree well with the experimental results of the references.It will provide reference for the strength analysis and design of impact structure.
出处 《华中科技大学学报(城市科学版)》 CAS 2006年第z2期5-7,24,共4页 Journal of Huazhong University of Science and Technology
基金 国家自然科学基金资助项目(10572051)
关键词 撞水 流固耦合 有限元法 欧拉网格 拉格朗日网格 water impact fluid-structure interaction finite element method Eulerian mesh Lagrangian mesh
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参考文献9

  • 1[1]Von Karman T.The impact on seaplane floats during landing[R].NACA,TN321,1929.
  • 2[2]Wagner H.Uber stossund gleitvorgange an der oberflache von flussigkeiten[J].ZAMM,1932,12:193-215.
  • 3[3]Koehler B R,Kettleborough C F.Hydrodynamic impact of a falling body upon a viscous incompressible fluid[J].Journal of Ship Research,1977,(3):165-181.
  • 4[4]Marcal P V.Hydrodynamic impact analysis[J].EPRI NP-824,Research Project 812-3,1978.
  • 5[5]Geers T L.A boundary-element method for slamming analysis[J].Journal of Ship Research,1982,(2):117-124.
  • 6[6]Scolan Y M,Korobkin A A.Design of threedimensional bodies subject to water impact[A].Proc.15th Workshop on Water Waves and Floating Bodies[C].Israel:Dan Caesarea,2000.
  • 7[7]Scolan Y M,Korobkin A A.Three-dimensional theory of water impact[J].Journal of Fluid Mech.,2001,440:293-326.
  • 8[8]Scolan Y M,Korobkin A A.The energy distribution from impact of a three-dimensional body onto a liquid free surface[A].Proc.16th Workshop on Water Waves and Floating Bodies[C].Japan:Hiroshima,2001.
  • 9孙辉,卢炽华,何友声.二维楔形体冲击入水时的流固耦合响应的实验研究[J].水动力学研究与进展(A辑),2003,18(1):104-109. 被引量:34

二级参考文献4

  • 1[1]XU L, TROESCH A W, PETERSON R. Asymmetric hydrodynamic impact and dynamic response of vessels[J]. Journal of Offshore Mechanics and Arctic Engineering, 1999,121: 83-89.
  • 2[2]KEN TAGAKI. Influence of elasticity on hydrodynamic impact problem[J]. J. Kansai Soc. N. A., Japan, 1994, (222): 97-106.
  • 3[3]FALTINSEN O M.Water enter entry of a wedge by hydro-elastic orthotropic plate theory[J]. Journal of Ship Research, 1999, 43(3): 180-193.
  • 4[4]LU C H, HE Y S. Nonlinear fluid-structure interaction during two-dimensional water impact[A].Proceedings of the International Conference on Nonlinear Mechanics[C]. ICNM Aug 17-20 1998. 513-517.

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引证文献7

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