基于平滑粒子流体力学的水平面数值研究,考虑跑道表面的渗透特性

IF 2.9 3区 工程技术 Q2 ENGINEERING, CIVIL Frontiers of Structural and Civil Engineering Pub Date : 2024-05-28 DOI:10.1007/s11709-024-0969-2
Yang Yang, Xingyi Zhu, Denis Jelagin, Alvaro Guarin
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引用次数: 0

摘要

跑道表面水膜的存在给飞机着陆带来风险。由于通过水膜施加的流体动力,飞机轮胎会与跑道分离,这种现象被称为水上滑行。虽然对水上滑行进行了大量的数值研究,但只有少数研究考虑了跑道渗透性的影响。因此,此类数值模型在处理薄水膜时可能会出现计算问题,如过度失真和计算效率衰减。本文采用平滑粒子流体力学和有限元(SPH-FE)算法,建立了一个包括轮胎、水膜以及与跑道相互作用的数值模型。模型框架中包含了轮胎模型的材料属性和几何特征,数值模拟中使用的水膜厚度从 0.75 毫米到 7.5 毫米不等。此外,这项工作还研究了表面纹理和跑道透水性的影响。从两个物体之间的摩擦力角度分析了轮胎橡胶和粗糙跑道之间的相互作用。SPH-FE 模型与美国国家航空航天局(NASA)提出的经验方程进行了验证。然后将该模型的计算效率与传统的欧拉-拉格朗日(CEL)耦合算法进行了比较。基于 SPH-FE 模型,讨论了四种类型的跑道(Flat、SMA-13、AC-13 和 OGFC-13)。沥青跑道的模拟结果表明,当跑道渗透系数超过 6% 时,SMA-13、AC-13 和 OGFC-13 不存在水滑风险。
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Smoothed particle hydrodynamics based numerical study of hydroplaning considering permeability characteristics of runway surface

The presence of water films on a runway surface presents a risk to the landing of aircraft. The tire of the aircraft is separated from the runway due to a hydrodynamic force exerted through the water film, a phenomenon called hydroplaning. Although a lot of numerical investigations into hydroplaning have been conducted, only a few have considered the impact of the runway permeability. Hence, computational problems, such as excessive distortion and computing efficiency decay, may arise with such numerical models when dealing with the thin water film. This paper presents a numerical model comprising of the tire, water film, and the interaction with the runway, applying a mathematical model using the smoothed particle hydrodynamics and finite element (SPH-FE) algorithm. The material properties and geometric features of the tire model were included in the model framework and water film thicknesses from 0.75 mm to 7.5 mm were used in the numerical simulation. Furthermore, this work investigated the impacts of both surface texture and the runway permeability. The interaction between tire rubber and the rough runway was analyzed in terms of frictional force between the two bodies. The SPH-FE model was validated with an empirical equation proposed by the National Aeronautics and Space Administration (NASA). Then the computational efficiency of the model was compared with the traditional coupled Eulerian-Lagrangian (CEL) algorithm. Based on the SPH-FE model, four types of the runway (Flat, SMA-13, AC-13, and OGFC-13) were discussed. The simulation of the asphalt runway shows that the SMA-13, AC-13, and OGFC-13 do not present a hydroplaning risk when the runway permeability coefficient exceeds 6%.

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来源期刊
CiteScore
5.20
自引率
3.30%
发文量
734
期刊介绍: Frontiers of Structural and Civil Engineering is an international journal that publishes original research papers, review articles and case studies related to civil and structural engineering. Topics include but are not limited to the latest developments in building and bridge structures, geotechnical engineering, hydraulic engineering, coastal engineering, and transport engineering. Case studies that demonstrate the successful applications of cutting-edge research technologies are welcome. The journal also promotes and publishes interdisciplinary research and applications connecting civil engineering and other disciplines, such as bio-, info-, nano- and social sciences and technology. Manuscripts submitted for publication will be subject to a stringent peer review.
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