使用增量中性轴位置的钢筋混凝土梁火灾后无损评估的贝叶斯框架

IF 3.3 3区 工程技术 Q2 ENGINEERING, CIVIL
Balša Jovanović , Jasper Godeau , Robby Caspeele , Edwin Reynders , Geert Lombert , Ruben Van Coile
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引用次数: 0

摘要

混凝土结构火灾后评估是一项复杂的挑战。这项研究解决了这一挑战,通过采用光纤布拉格光栅(fbg)的创新技术来测量梁的顶部和底部的应变,并将其分析成贝叶斯推理框架。fbg允许在弯曲变形下确定增量中性轴的位置。增量中性轴的位置变化与火灾引起的混凝土刚度退化有关,是反映整个构件结构状况的关键指标。贝叶斯方法允许系统地处理不确定性,将先前的知识与新数据相结合,以提高评估的准确性。通过在贝叶斯框架内结合基于fbg的应变传感和先进的混凝土建模,提出了一种新的方法来解决火灾后评估的高度不确定性,并提供比现有技术更可靠的预测。这为解释测量数据和预测受火灾影响的混凝土结构的结构健康提供了一个结构化的框架。为了实现贝叶斯推理,开发了一个数值模型来计算火灾期间和之后的增量中性轴位置。该模型计算所有可逆和不可逆的应变分量,并将它们汇总计算中性轴位置。用实验数据验证了模型的性能。将该方法应用于一个示范案例显示了它的潜力。结果表明,采用该评估技术可以提供构件的火灾暴露程度、材料性能和剩余承载力等信息。它强调了使用基于fbg的测量方法进行火灾后混凝土结构评估的可行性,并强调了贝叶斯方法在管理这种评估中固有的不确定性方面的价值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Bayesian framework for non-destructive post-fire assessment of reinforced concrete beams using the incremental neutral axis position
Post-fire assessment in concrete structures is a complex challenge. This study addresses this challenge, by incorporating an innovative technique that employs Fiber Bragg Gratings (FBGs) to measure strains at the top and the bottom of a beam and analyse them into a Bayesian inference framework. The FBGs allow to determine the position of the incremental neutral axis under bending deformation. The change of position of the incremental neutral axis relates to the degradation of concrete stiffness induced by fire, providing a key indicator of the structural condition of the whole member. The Bayesian methodology allows for a systematic handling of uncertainties, integrating prior knowledge with new data to improve the assessment's accuracy. By combining FBG-based strain sensing and advanced concrete modelling within a Bayesian framework, a novel approach is proposed to tackle the high uncertainties of post-fire assessments and deliver more reliable predictions than existing techniques. This offers a structured framework for interpreting the measured data and predicting the structural health of fire-affected concrete structures. To enable Bayesian inference, a numerical model is developed to calculate the incremental neutral axis position during and after fire. The model evaluates all the strain components, both reversible and irreversible and aggregates them to calculate the neutral axis position. The model's capabilities are validated using experimental data. The application of this methodology to a demonstration case shows its potential. The results show that employing the assessment technique can provide information on both the fire exposure, material properties of the member and its residual capacity. It highlights the feasibility of using FBG-based measurements for the post-fire assessment of concrete structures and underscores the value of Bayesian methods in managing the uncertainties inherent in such evaluations.
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来源期刊
Fire Safety Journal
Fire Safety Journal 工程技术-材料科学:综合
CiteScore
5.70
自引率
9.70%
发文量
153
审稿时长
60 days
期刊介绍: Fire Safety Journal is the leading publication dealing with all aspects of fire safety engineering. Its scope is purposefully wide, as it is deemed important to encourage papers from all sources within this multidisciplinary subject, thus providing a forum for its further development as a distinct engineering discipline. This is an essential step towards gaining a status equal to that enjoyed by the other engineering disciplines.
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