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Diagnosis of the microstructural and mechanical properties of over century-old steel railway bridge components

机译:诊断百年钢铁铁路桥组件的微观结构和力学性能

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The mechanical and microstructural properties as well as durability of more than century-old steel railway bridges that are still widely in use, among others in Poland, have not been well recognized. Ignoring the effect of material and mechanical properties on the operation of an old-steel bridge may eventually lead to the structure's failure. This study investigates the reliability of a 100-year-old bridge made of wrought (puddled) iron. The aim of this study is to identify the microstructural and mechanical properties of over century-old steel bridge components in relation to the requirements for modern mild steel grades. The paper presents an analysis of the material and mechanical behaviour of a truss railway bridge that had been in operation for over a century. Laboratory tests were performed on samples taken from the component parts of a dismantled railway bridge, i.e. stringers, crossbars, lower belts, stringer bracings and wind bracing. Fatigue, fracture, hardness and tensile tests are performed to estimate the mechanical properties of the investigated steel bridge component parts. Spectroscopy is used to examine the chemical composition of every element. Light optical microscopy and scanning electron microscopy are employed to examine the microstructure of the steel component parts and its non-uniformities. Scanning electron microscopy (SEM) and energy dispersive X-ray spectroscopy (EDS) are used to obtain data about the fracture mechanism and the chemical composition of non-metallic inclusions. Microstructural and mechanical results are discussed in relation to modern mild steel grades 5355 and 5235, which are widely used structural ferrous alloys. Based on the chemical composition analysis, the possibilities of increasing the strength of the bridge by welding methods and the application of fibre-reinforced polymer (FRP) composite materials are discussed. Obtained results add to the body of knowledge about the maintenance, reinforcement and demolition of bridge structures, which is crucial for preventing failure of over 100-year-old steel structures. This research is an introduction to the study on reinforcing old steel structures by FRP composite materials.
机译:机械和微观结构的特性以及多于狭隘的钢铁铁路的耐久性,这些钢铁桥在波兰中仍然广泛使用,并没有得到很好的认可。忽略材料的效果和机械性能对旧钢桥的操作可能最终导致结构的故障。本研究调查了由锻造(泥浆)铁制成的100岁桥梁的可靠性。本研究的目的是识别与现代温和钢等级的要求相比,识别多世纪旧钢桥组件的微观结构和机械性能。本文介绍了一个在一个世纪以来经营的桁架铁路桥的材料和力学行为的分析。对从拆除铁路桥的组成部分取出的样品进行实验室测试,即桁条,横梁,下皮带,纵梁支护和风力支撑。进行疲劳,断裂,硬度和拉伸试验以估计研究的钢桥部件的机械性能。光谱学用于检查每个元素的化学成分。使用光学显微镜和扫描电子显微镜检查钢组分和其不均匀性的微观结构。扫描电子显微镜(SEM)和能量分散X射线光谱(EDS)用于获得有关裂缝机构的数据和非金属夹杂物的化学成分。与现代水钢等级5355和5235有关的微观结构和机械效果,这些方法是广泛使用的结构的黑色合金。基于化学成分分析,讨论了通过焊接方法增加桥梁强度的可能性和纤维增强聚合物(FRP)复合材料的应用。获得的结果增加了关于维护,加固和拆除桥梁结构的知识,这对于防止超过100岁的钢结构的失效至关重要。该研究是通过FRP复合材料加强旧钢结构研究的介绍。

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