Prediction of wind loading on masked angle members in lattice tower structures

IF 2.5 3区 工程技术 Q2 MECHANICS European Journal of Mechanics B-fluids Pub Date : 2024-11-07 DOI:10.1016/j.euromechflu.2024.10.008
A. Hadane , V. Laurent , J.A. Redford , M. Gueguin , F. Hafid , J.-M. Ghidaglia
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Abstract

Quantification of the wind loading is critical in lattice tower structure engineering. In this study, we use Computational Fluid Dynamics (CFD) to investigate the aerodynamic loading on two angle members of a lattice tower structure. The presence of two bluff bodies means that one of the angle members may be masked by the other and will thus undergo less wind loading, which is called the mask effect. In the current work, we were specifically interested in investigating this effect with respect to the angles of attack of the two angle members along with the inline and normal separation distance. The four parameters yield a large parameter space which is best tackled using a sophisticated sampling method such as Latin hypercube sampling. First, we validated our RANS simulation results against experiments and Large Eddy Simulation (LES). Then, we performed two-dimensional simulations on a large range of configurations to underline the impact of the input parameters on the output variables, which are the drag and lift coefficients. To produce a tool that can be applied by a structural engineer, the database created using the time-consuming CFD simulations was used to create a correlation between the input parameters and output variables. The functions used in the correlations were designed to respect the symmetries and limiting behavior in the problem. We then investigated the performance of four different cross-validated regression models to predict the drag and lift coefficients. Once created, the regression models produce a method that does not require CFD simulations to be run. The models’ accuracy represents a significant improvement in predicting wind loads on lattice towers. While further refinement is possible, the current results provide a solid basis for engineering design purposes.
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格构塔结构中遮蔽角构件的风荷载预测
在格构塔结构工程中,风载荷的量化至关重要。在本研究中,我们使用计算流体动力学(CFD)来研究格构塔结构两个角构件上的空气动力载荷。两个崖体的存在意味着其中一个角构件可能会被另一个角构件遮挡,从而承受较小的风荷载,这就是所谓的遮挡效应。在目前的研究中,我们特别关注的是研究这种效应与两个角构件的攻角以及内线和法线间距的关系。这四个参数产生了一个很大的参数空间,最好使用复杂的采样方法(如拉丁超立方采样)来解决。首先,我们根据实验和大涡流模拟(LES)验证了 RANS 模拟结果。然后,我们对大量配置进行了二维模拟,以强调输入参数对输出变量(即阻力和升力系数)的影响。为了制作一个结构工程师可以使用的工具,我们使用耗时的 CFD 模拟所创建的数据库来创建输入参数和输出变量之间的相关性。关联中使用的函数在设计上尊重了问题的对称性和极限行为。然后,我们研究了四种不同的交叉验证回归模型的性能,以预测阻力和升力系数。回归模型创建后,就可以产生一种无需运行 CFD 模拟的方法。这些模型的准确性表明,在预测格构塔架的风载荷方面有了显著提高。虽然还有进一步改进的可能,但目前的结果为工程设计提供了坚实的基础。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
5.90
自引率
3.80%
发文量
127
审稿时长
58 days
期刊介绍: The European Journal of Mechanics - B/Fluids publishes papers in all fields of fluid mechanics. Although investigations in well-established areas are within the scope of the journal, recent developments and innovative ideas are particularly welcome. Theoretical, computational and experimental papers are equally welcome. Mathematical methods, be they deterministic or stochastic, analytical or numerical, will be accepted provided they serve to clarify some identifiable problems in fluid mechanics, and provided the significance of results is explained. Similarly, experimental papers must add physical insight in to the understanding of fluid mechanics.
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