Experimental study on slip performance of corroded bolted connections

IF 4 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Journal of Constructional Steel Research Pub Date : 2024-09-23 DOI:10.1016/j.jcsr.2024.109049
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Abstract

The paper presents a comprehensive experimental investigation into the slip performance of corroded bolted connections. A total of fifteen double-lap connection specimens were assembled and sixty fabricated load cells were employed to monitor the real-time preload of each high-strength bolt. Electrochemical accelerated corrosion tests were carried out to obtain connection specimens with five corrosion levels. The preload variations under indoor environment and during the corrosion tests were recorded, and shear tests were then performed on the connection specimens. It was found that the individual components in a connection specimen experienced different degrees of corrosion, with the bolt heads and nuts exhibiting the heaviest damage. The preload loss of high-strength bolts was maintained at a constant level with an average loss of 8.9 % after 45 days under indoor natural environment, while the preload loss induced by corrosion damage increased approximately linearly with the corrosion weight loss ratios. The slip loads and peak loads of connections with corrosion weight loss ratios of bolt set lower than 10 % displayed low sensitivity to corrosion damage, while the higher level of corrosion led to considerable declines in these characteristic loads. The experimentally determined slip coefficients were found to increase linearly with the development of corrosion weight loss ratios. Based on the experimental results, a predicted model for preload loss of high-strength bolts, calculation formulae for slip coefficients of faying surface, and consequently estimated methods for the slip resistances, were developed for corroded bolted connections.
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腐蚀螺栓连接滑移性能实验研究
本文对腐蚀螺栓连接的滑移性能进行了全面的实验研究。共组装了 15 个双搭接连接试样,并采用了 60 个自制称重传感器来监测每个高强度螺栓的实时预紧力。通过电化学加速腐蚀试验获得了五个腐蚀等级的连接试样。记录了室内环境下和腐蚀试验期间的预紧力变化,然后对连接试样进行了剪切试验。结果发现,连接试样中的各个部件都经历了不同程度的腐蚀,其中螺栓头和螺母的损坏最为严重。在室内自然环境下 45 天后,高强度螺栓的预紧力损失保持在恒定水平,平均损失率为 8.9%,而腐蚀损伤引起的预紧力损失与腐蚀重量损失比呈近似线性增长。螺栓组腐蚀失重率低于 10 % 时,连接件的滑移载荷和峰值载荷对腐蚀破坏的敏感性较低,而腐蚀程度越高,这些特征载荷的下降幅度越大。实验确定的滑移系数随腐蚀失重比的增加而线性增加。根据实验结果,为腐蚀螺栓连接开发了高强度螺栓预紧力损失的预测模型、连接表面滑移系数的计算公式以及相应的滑移阻力估算方法。
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
Journal of Constructional Steel Research
Journal of Constructional Steel Research 工程技术-工程:土木
CiteScore
7.90
自引率
19.50%
发文量
550
审稿时长
46 days
期刊介绍: The Journal of Constructional Steel Research provides an international forum for the presentation and discussion of the latest developments in structural steel research and their applications. It is aimed not only at researchers but also at those likely to be most affected by research results, i.e. designers and fabricators. Original papers of a high standard dealing with all aspects of steel research including theoretical and experimental research on elements, assemblages, connection and material properties are considered for publication.
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