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作者:Arun Kamath , Mayilvahanan Alagan Chella , Hans Bihs ...
来源:[J].Ocean Engineering(IF 1.161), 2016, Vol.128, pp.105-115
摘要:Abstract(#br)The open-source CFD model REEF3D is used to simulate plunging breaking wave forces on a vertical cylinder. The numerical results are compared with data from the experiments carried out at the Large Wave Channel, Hannover, Germany to validate the model. Further, the l...
作者:Mayilvahanan Alagan Chella , Hans Bihs , Dag Myrhaug
来源:[J].Journal of Fluids and Structures(IF 2.051), 2019, Vol.86, pp.94-123
摘要:Abstract(#br)Breaking wave impact on a vertical cylinder in shallow waters is investigated numerically with the two-phase flow computational fluid dynamics model REEF3D. The model is based on the incompressible Reynolds-Averaged Navier-Stokes (RANS) equations together with th...
作者:Ankit Aggarwal , Hans Bihs , Seimur Shirinov ...
来源:[J].Journal of Fluids and Structures(IF 2.051), 2019, Vol.91
摘要:Abstract(#br)The numerical investigation of breaking wave interaction with jacket type offshore wind turbine substructures is quite challenging due to multiple jacket members and the complicated hydrodynamics of breaking waves around and inside the jacket. The present study is fo...
作者:Wei-Liang Chuang , Kuang-An Chang , Richard Mercier
来源:[J].Experiments in Fluids(IF 1.572), 2017, Vol.58 (6)
摘要:Violent impacts due to the plunging breaking wave impingement on a 2D tension-leg platform (TLP) structure were experimentally investigated in a laboratory. Simultaneous pressure, void fraction, fluid velocity, and structure motion measurements were performed on the multiphase, ...
作者:Sung-Jin Choi , Kwang-Ho Lee , Ove Tobias Gudmestad
来源:[J].Ocean Engineering(IF 1.161), 2015, Vol.96, pp.8-20
摘要:Abstract(#br)In this paper, breaking wave impact forces on vertical and inclined piles are studied by using a 3D numerical model. A method for obtaining net breaking wave impact forces from the measured response time history is also investigated. The computed forces are comp...
作者:Mevlut Sami Akoz , Murat Cobaner , M. Salih Kirkgoz ...
来源:[J].Applied Ocean Research(IF 1.072), 2011, Vol.33 (3), pp.178-185
摘要:Abstract(#br)Breaking wave loads on coastal structures depend primarily on the type of wave breaking at the instant of impact. When a wave breaks on a vertical wall with an almost vertical front face called the “perfect breaking”, the greatest impact forces are produced. T...
作者:M.Salih Kirkgoz , A.Kamil Tanrikulu , Cengiz Dündar
来源:[J].Ocean Engineering(IF 1.161), 2004, Vol.31 (13), pp.1623-1635
摘要:Abstract(#br)From the experimental studies in recent years, it has become known that when a wave breaks directly on a vertical faced coastal structure, high magnitude impact pressures are produced. The theoretical and experimental studies show that the dynamic response of such ...
作者:Chanjo Woo , Insik Chun , Christy Ushanth Navaratnam ...
来源:[J].International Journal of Naval Architecture and Ocean Engineering(IF 0.356), 2016
摘要:Abstract(#br)The present study numerically analyzed the dynamic behavior of 3D framed structures subject to impulsive slamming forces by violent breaking waves. The structures were modeled using multiple lumped masses for the vertical projections of each member, and the slamming ...
作者:Jithin Jose , Sung-Jin Choi , Knut Erik Teigen Giljarhus ...
来源:[J].Ocean Engineering(IF 1.161), 2017, Vol.137, pp.78-88
摘要:Abstract(#br)The nonlinear forces from breaking waves are a major concern in the design of offshore structures. Due to the complexity of the wave-breaking phenomenon, understanding the interaction of breaking waves with a structure is always a challenging task. The use of numeric...
作者:Hongyue Sun , Zhaochen Sun , Shuxiu Liang ...
来源:[J].Ocean Engineering(IF 1.161), 2019, Vol.174, pp.159-168
摘要:Abatract(#br)The prediction of breaking wave loads is challenging in ocean engineering due to air entrapment and compressibility. In order to investigate air compressibility effects in different modes of breaking wave impact, a two-phase compressible flow model is proposed. A hig...

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