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Fluid Forces on a Hydrofoil for Kitefoil and Windfoil Boards:Experimental Investigation on Their Dependence on the Froude Number Based on Submergence
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作者 H.Martínez-Barberá J.Calderon-Sanchez +1 位作者 L.Moulian A.Souto-Iglesias 《哈尔滨工程大学学报(英文版)》 2026年第1期1-14,共14页
Races using kitefoil and windfoil surfboards have been in the Olympic Games for the first time in Paris 2024,signalling their relevance in sailing sports.However,the dynamics of these devices is yet not well understoo... Races using kitefoil and windfoil surfboards have been in the Olympic Games for the first time in Paris 2024,signalling their relevance in sailing sports.However,the dynamics of these devices is yet not well understood,in particular the influence on the hydrodynamic forces and moments of the distance of the foil to the free surface.Considering this,the present paper documents an experimental investigation in which forces and torque produced,under uniform flow,by a full-scale state-of-the-art hydrofoil(suitable both for kitesurf and windsurf)were measured.A range of velocities,angles of attack,and submergences were tested,leading to Froude numbers based on submergence with maximum values around five,a typical range in actual sailing conditions.From these tests,formulae for the hydrodynamic coefficients have been proposed.They can be used for developing Velocity Prediction Programs(VPP)for this kind of craft,a necessary tool to plan racing configurations and to analyze their racing performance.With the aim of making the experimental data useful for benchmarking numerical models and for future research on related topics such as foil ventilation and transition to turbulence,the specimen’s 3D file is provided as supplementary material to this paper. 展开更多
关键词 HYDROFOIL Kitefoil Windfoil Velocity prediction programs Lift coefficient Drag coefficient
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柱壳链结构在船撞载荷下的动力响应特性分析
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作者 王创 潘晋 +2 位作者 陈杰 张文哲 许明财 《船海工程》 北大核心 2025年第4期32-38,共7页
频发的船桥碰撞事故对桥墩的防船撞结构设计提出新的要求,常见的防船撞结构均是以结构的塑性变形和破坏来吸收和耗散碰撞能量,而具备能量疏导特性的新型结构可将船舶碰撞产生的应力波沿预设路径疏散,从而在极大程度上削减冲击能量对防... 频发的船桥碰撞事故对桥墩的防船撞结构设计提出新的要求,常见的防船撞结构均是以结构的塑性变形和破坏来吸收和耗散碰撞能量,而具备能量疏导特性的新型结构可将船舶碰撞产生的应力波沿预设路径疏散,从而在极大程度上削减冲击能量对防船撞结构和被撞桥墩的影响。以柱壳链结构为研究对象,采用有限元分析方法,探究二维模型中柱壳链单胞纵横比对防船撞结构抗冲击特性的影响,并将所得结论应用于三维柱壳链结构设计之中,同时引入相对密度梯度参数。经参数化设计和对比研究发现,正相对密度梯度、胞元纵横比为5/3且按固定间距排布的三维柱壳链结构具有较好的能量疏导性能,可为船桥碰撞领域中具备新型能量疏导性能的防船撞结构设计提供参考。 展开更多
关键词 船桥碰撞 能量疏导 柱壳链结构
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On the numerical solution to the truncated discrete SPH formulation of the hydrostatic problem
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作者 Pablo Eleazar Merino-Alonso Fabricio Macia Antonio Souto-Iglesias 《Journal of Hydrodynamics》 SCIE EI CSCD 2020年第4期699-709,共11页
The aim of this work is to study the solution of the smoothed particle hydrodynamics(SPH)discrete formulation of the hydrostatic problem with a free surface.This problem,in which no time dependency is considered,takes... The aim of this work is to study the solution of the smoothed particle hydrodynamics(SPH)discrete formulation of the hydrostatic problem with a free surface.This problem,in which no time dependency is considered,takes the form of a system of linear equations.In particular,the problem in one dimension is addressed.The focus is set on the convergence when both the particle spacing and the smoothing length tend to zero by keeping constant their ratio.Values of this ratio of the order of one,corresponding to a limited number of neighbors,are of practical interest.First,the problem in which each particle has one single neighbor at each side is studied.The explicit expressions of the numerical solution and the quadratic error are provided in this case.The expression of the quadratic error demonstrates that the SPH solution does not converge to the exact one in general under the specified conditions.In this case,the error converges to a residue,which is in general large compared to the norm of the exact solution.The cases with two and three neighbors are also studied.An analytical study in the case of two neighbors is performed,showing how the kernel influences the accuracy of the solution through modifying the condition number of the referred system of linear equations.In addition to that,a numerical investigation is carried out using several Wendland kernel formulas.When two and three neighbors are involved it is found that the error tends in most cases to a small limiting value,different from zero,while divergent solutions are also found in the case of two neighbors with the Wendland Kernel C2.Other cases with more neighbors are also considered.In general,the Wendland Kernel C2 turns out to be the worst choice,as the solution is divergent for certain values of the ratio between the particle spacing and the smoothing length,associated with an ill-conditioned matrix. 展开更多
关键词 Smoothed particle hydrodynamics(SPH) convergence water-at-rest problem hydrostatic tank free surface kernel truncation
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Gromov Hyperbolicity of Periodic Planar Graphs
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作者 Alicia CANTóN Ana GRANADOS +1 位作者 Domingo PESTANA José Manuel RODRíGUEZ 《Acta Mathematica Sinica,English Series》 SCIE CSCD 2014年第1期79-90,共12页
The study of hyperbolic graphs is an interesting topic since the hyperbolicity of a geodesic metric space is equivalent to the hyperbolicity of a graph related to it.The main result in this paper is a very simple char... The study of hyperbolic graphs is an interesting topic since the hyperbolicity of a geodesic metric space is equivalent to the hyperbolicity of a graph related to it.The main result in this paper is a very simple characterization of the hyperbolicity of a large class of periodic planar graphs. 展开更多
关键词 Planar graphs periodic graphs Gromov hyperbolicity infinite graphs geodesics
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