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Train Buffeting Measurements on a Fibre-Reinforced Plastic Composite Footbridge

机译:纤维增强塑料复合人行桥上的列车抖振测量

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摘要

This paper presents a case study of the Bradkirk Bridge, which is a footbridge built over a railway line. The bridge, consisting of two 12 m spans plus staircases, was constructed using glass/epoxy fibre-reinforced plastic (FRP) material and it is believed to be one of the first moulded FRP bridges to be established over a mainline network. Due to the lightweight nature of FRP materials, train buffeting of footbridges is an area of considerable interest for designers of FRP structures. The authors have carried out a study comparing onsite-measured vibration data using finite element analysis (FEA) and analytical methods to investigate the effect of buffeting on the Bradkirk Bridge. The aim of the study was also to understand, in general, the dynamic response of the structure and to obtain the natural frequencies. It was found that at the low speed of trains measured (112 km/h), there was no adverse effect on the structure and the structure was found to have a high fundamental natural frequency. There was also a good correlation between the data measured on the bridge and the FEA and theoretical predictions of natural frequencies.
机译:本文以Bradkirk桥为例,这是一条建在铁路线上的人行天桥。这座桥由两个12 m跨距加上楼梯组成,是使用玻璃/环氧纤维增强塑料(FRP)材料建造的,被认为是最早在主干线上建立的模制FRP桥之一。由于玻璃钢材料的轻质性,对于玻璃钢结构的设计者来说,人行天桥的列车振动是一个令人关注的领域。作者已经进行了一项研究,该研究使用有限元分析(FEA)和分析方法比较了现场测量的振动数据,以研究抖振对Bradkirk桥的影响。该研究的目的还在于总体上理解结构的动态响应并获得固有频率。结果发现,在测得的低速火车(112 km / h)下,对结构没有不利影响,并且发现该结构具有较高的基本固有频率。在电桥和FEA上测得的数据与自然频率的理论预测之间也存在良好的相关性。

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