分析风对大跨度桥梁的影响:一种可行的基于OpenFOAM的工业应用数值建模方法

IF 2.7 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Infrastructures Pub Date : 2023-08-26 DOI:10.3390/infrastructures8090130
Yuxiang Zhang, Reamonn MacReamoinn, P. Cardiff, J. Keenahan
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引用次数: 0

摘要

气动性能对大跨度桥梁的设计至关重要。计算流体动力学(CFD)建模为桥梁设计者在设计阶段和桥梁运行期间研究大跨度桥梁的空气动力学性能提供了机会。与目前风洞测试的标准做法相比,它具有明显的优势,后者可能有一些局限性。欧洲规范的修订建议提供CFD作为桥梁风分析的方法。长期以来,实践工程师一直在寻找一种计算上负担得起的、可行的、强大的框架,用于使用CFD来检查大跨度桥梁的风影响。为了解决文献和指南中的这一空白,本文明确提出了一个框架,并演示了使用开源软件(即FreeCAD, OpenFOAM和ParaView)分析大跨度桥梁风效应的工作流程。给出了示例案例,并在每个步骤中讨论了详细的配置和一般指导。通过对两座大跨度桥梁结构健康监测(SHM)系统收集的现场数据,总结了该方法的有效性。
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Analyzing Wind Effects on Long-Span Bridges: A Viable Numerical Modelling Methodology Using OpenFOAM for Industrial Applications
Aerodynamic performance is of critical importance to the design of long-span bridges. Computational fluid dynamics (CFD) modelling offers bridge designers an opportunity to investigate aerodynamic performance for long-span bridges during the design phase as well as during operation of the bridge. It offers distinct advantages when compared with the current standard practice of wind tunnel testing, which can have several limitations. The proposed revisions to the Eurocodes offer CFD as a methodology for wind analysis of bridges. Practicing engineers have long sought a computationally affordable, viable, and robust framework for industrial applications of using CFD to examine wind effects on long-span bridges. To address this gap in the literature and guidance, this paper explicitly presents a framework and demonstrates a workflow of analyzing wind effects on long-span bridges using open-source software, namely FreeCAD, OpenFOAM, and ParaView. Example cases are presented, and detailed configurations and general guidance are discussed during each step. A summary is provided of the validation of this methodology with field data collected from the structural health monitoring (SHM) systems of two long-span bridges.
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来源期刊
Infrastructures
Infrastructures Engineering-Building and Construction
CiteScore
5.20
自引率
7.70%
发文量
145
审稿时长
11 weeks
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