{"title":"大规模车辆-桥梁相互作用模拟专用框架","authors":"Zhuoran Han, Chul-Woo Kim, Kai-Chun Chang","doi":"10.1016/j.compstruc.2024.107429","DOIUrl":null,"url":null,"abstract":"<div><p>The coupled motion between bridges and vehicles is known as vehicle–bridge interaction (VBI). It is crucial for bridge design, monitoring, and vehicle safety and comfort. VBI studies typically rely on general-purpose finite element (FE) software. Although precise, they are not optimized for simulating large-scale bridges with numerous vehicles, which can result in long processing times and modeling challenges. This paper presents a self-developed framework in MATLAB™ for large-scale VBI simulation. The framework divides the simulation task into five modules and supports asynchronous seismic excitation (ASE), handles different deck geometries, unifies all road vehicle models and inputs with a vehicle library, supports variable vehicle velocity (VVV) and different traffic scenarios, and handles wheel–deck detachment. All functions have been designed with easily accessible interfaces to facilitate secondary development. The framework was verified using a 2D sprung mass benchmark case compared to a closed-form solution, and a 3D simplified model compared to commercial FE software. It was also validated through a laboratory experiment. Further demonstrations of a large-scale VBI system highlighted new phenomena and emphasized the significance of considering the ASE effect in similar systems. With ongoing improvements, the framework has the potential to become a practical tool for VBI simulation.</p></div>","PeriodicalId":50626,"journal":{"name":"Computers & Structures","volume":"301 ","pages":"Article 107429"},"PeriodicalIF":4.4000,"publicationDate":"2024-06-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S0045794924001585/pdfft?md5=635b9f5a79c6fec2624ec0a372c1bcfe&pid=1-s2.0-S0045794924001585-main.pdf","citationCount":"0","resultStr":"{\"title\":\"A framework specialized for large-scale vehicle–bridge interaction simulation\",\"authors\":\"Zhuoran Han, Chul-Woo Kim, Kai-Chun Chang\",\"doi\":\"10.1016/j.compstruc.2024.107429\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The coupled motion between bridges and vehicles is known as vehicle–bridge interaction (VBI). It is crucial for bridge design, monitoring, and vehicle safety and comfort. VBI studies typically rely on general-purpose finite element (FE) software. Although precise, they are not optimized for simulating large-scale bridges with numerous vehicles, which can result in long processing times and modeling challenges. This paper presents a self-developed framework in MATLAB™ for large-scale VBI simulation. The framework divides the simulation task into five modules and supports asynchronous seismic excitation (ASE), handles different deck geometries, unifies all road vehicle models and inputs with a vehicle library, supports variable vehicle velocity (VVV) and different traffic scenarios, and handles wheel–deck detachment. All functions have been designed with easily accessible interfaces to facilitate secondary development. The framework was verified using a 2D sprung mass benchmark case compared to a closed-form solution, and a 3D simplified model compared to commercial FE software. It was also validated through a laboratory experiment. Further demonstrations of a large-scale VBI system highlighted new phenomena and emphasized the significance of considering the ASE effect in similar systems. 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引用次数: 0
摘要
桥梁与车辆之间的耦合运动被称为车桥相互作用(VBI)。它对桥梁设计、监测以及车辆的安全性和舒适性至关重要。VBI 研究通常依赖于通用有限元(FE)软件。这些软件虽然精确,但并不适合模拟有众多车辆的大型桥梁,这可能导致处理时间过长和建模困难。本文介绍了在 MATLAB™ 中自主开发的大规模 VBI 仿真框架。该框架将仿真任务分为五个模块,支持异步地震激励(ASE),处理不同的桥面几何形状,通过车辆库统一所有道路车辆模型和输入,支持可变车辆速度(VVV)和不同的交通场景,并处理车轮-桥面分离。所有功能都设计了易于访问的界面,以方便二次开发。该框架通过二维弹簧质量基准案例与闭式解法进行了验证,并通过三维简化模型与商业 FE 软件进行了比较。该框架还通过实验室实验进行了验证。大规模 VBI 系统的进一步演示突出了新现象,并强调了在类似系统中考虑 ASE 效应的重要性。经过不断改进,该框架有望成为 VBI 仿真的实用工具。
A framework specialized for large-scale vehicle–bridge interaction simulation
The coupled motion between bridges and vehicles is known as vehicle–bridge interaction (VBI). It is crucial for bridge design, monitoring, and vehicle safety and comfort. VBI studies typically rely on general-purpose finite element (FE) software. Although precise, they are not optimized for simulating large-scale bridges with numerous vehicles, which can result in long processing times and modeling challenges. This paper presents a self-developed framework in MATLAB™ for large-scale VBI simulation. The framework divides the simulation task into five modules and supports asynchronous seismic excitation (ASE), handles different deck geometries, unifies all road vehicle models and inputs with a vehicle library, supports variable vehicle velocity (VVV) and different traffic scenarios, and handles wheel–deck detachment. All functions have been designed with easily accessible interfaces to facilitate secondary development. The framework was verified using a 2D sprung mass benchmark case compared to a closed-form solution, and a 3D simplified model compared to commercial FE software. It was also validated through a laboratory experiment. Further demonstrations of a large-scale VBI system highlighted new phenomena and emphasized the significance of considering the ASE effect in similar systems. With ongoing improvements, the framework has the potential to become a practical tool for VBI simulation.
期刊介绍:
Computers & Structures publishes advances in the development and use of computational methods for the solution of problems in engineering and the sciences. The range of appropriate contributions is wide, and includes papers on establishing appropriate mathematical models and their numerical solution in all areas of mechanics. The journal also includes articles that present a substantial review of a field in the topics of the journal.