Reliability-based Allowances of Corrosion Losses for Weathering Steel Bridges

ce/papers Pub Date : 2024-09-11 DOI:10.1002/cepa.3087
Miroslav Sykora, Katerina Kreislova, Jana Markova
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Abstract

Low demands on maintenance and 100% recyclability cause the growing popularity of weathering steel bridges worldwide. Recent experimental results made it possible to derive generic probabilistic models describing long-term corrosion losses for various types of weathering steels and exposures. In the contribution, these probabilistic models are applied in reliability assessment. For representative structural members and failure modes, the material allowances for the loss of thickness are derived to achieve a specified target reliability in exposures corresponding to Corrosivity Categories C2 and C3. Numerical analysis reveals that the allowances recommended by the ECCS guideline are generally conservative. For larger sections exposed in C2, a “no allowance” strategy might even be considered. For C3, design allowance of about 0.5-0.6 mm is then determined by the probabilistic approach.

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基于可靠性的老化钢桥腐蚀损失预留量
低维护要求和 100% 的可回收性使风化钢桥梁在全球范围内越来越受欢迎。最近的实验结果使我们有可能推导出通用概率模型,用于描述各种类型的耐候钢和暴露条件下的长期腐蚀损失。在本文中,这些概率模型被应用于可靠性评估。针对具有代表性的结构部件和失效模式,推导出了厚度损失的材料容许值,以便在腐蚀性类别 C2 和 C3 的暴露条件下实现指定的目标可靠性。数值分析表明,ECCS 准则所建议的允许值总体上是保守的。对于 C2 类暴露的较大截面,甚至可以考虑 "无余量 "策略。对于 C3 类,可采用概率法确定约 0.5-0.6 毫米的设计允许值。
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Issue Information Reliability-based Allowances of Corrosion Losses for Weathering Steel Bridges Failure mode and load prediction of steel bridge girders through 3D laser scanning and machine learning methods ‘Robinson’ Pedestrian Bridge in Budapest, Hungary Cable-stayed footbridge in Lover Vítkovice Area-DOV
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