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首页> 外文期刊>Journal of Structural Engineering >Risk-based remaining life assessment of corrosion affected reinforced concrete structural members
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Risk-based remaining life assessment of corrosion affected reinforced concrete structural members

机译:基于风险的腐蚀影响钢筋混凝土结构构件的剩余寿命评估

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摘要

Remaining life assessment of corrosion affected reinforced concrete structural members is a topic of current R&D worldwide. There is an urgent need to develop more scientific rational methodologies for this purpose. Number of investigations have already been carried out to assess the damage/distress due to corrosion, that would help in remaining life assessment. While most of these studies are deterministic in nature, efforts are also being made to use probabilistic methods for damage assessment. However, an important aspect in remaining life estimation is the interpretation of the data related to damage/distress and making expert judgement about damage/distress level. Due consideration needs to be given to the quality of the data and the expert interpreting the data. In this paper, expert judgement regarding corrosion damage level is integrated with the structural risk, expressed in terms of probability of attaining a particular damage level, for the remaining life assessment of corrosion affected reinforced concrete structural members. In the proposed methodology, the thinking process of the expert, in corrosion damage assessment, is modelled within a probabilistic framework using Brunswikian theory. The performance of each expert is determined by the achievement index. The damage assessment procedure is integrated with Markov Chain model for risk-based remaining life assessment. To illustrate the usefulness of the proposed methodology in determining more rationally the remaining life, an example problem of remaining life assessment of a reinforced concrete bridge girder is considered.
机译:腐蚀影响的钢筋混凝土结构构件的剩余寿命评估是当前全球研发的主题。迫切需要为此目的开发更多科学合理的方法论。已经进行了许多研究来评估由于腐蚀造成的损坏/遇险,这将有助于剩余寿命的评估。尽管这些研究大多数都是确定性的,但也正在努力使用概率方法进行损害评估。但是,剩余寿命估算中的一个重要方面是对与损坏/遇险有关的数据的解释,并对损坏/遇险水平进行专家判断。需要适当考虑数据的质量和解释数据的专家。在本文中,关于腐蚀破坏程度的专家判断与结构风险相结合,以达到特定破坏程度的概率表示,以评估受腐蚀影响的钢筋混凝土结构构件的剩余寿命。在提出的方法中,使用Brunswikian理论在概率框架内模拟腐蚀破坏评估专家的思维过程。每个专家的绩效取决于成就指标。损害评估程序与马尔可夫链模型集成在一起,可用于基于风险的剩余寿命评估。为了说明所提出的方法在更合理地确定剩余寿命方面的有用性,考虑了钢筋混凝土桥梁大梁剩余寿命评估的示例问题。

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