{"title":"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","authors":"Balša Jovanović , Jasper Godeau , Robby Caspeele , Edwin Reynders , Geert Lombert , Ruben Van Coile","doi":"10.1016/j.firesaf.2025.104441","DOIUrl":null,"url":null,"abstract":"<div><div>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.</div></div>","PeriodicalId":50445,"journal":{"name":"Fire Safety Journal","volume":"156 ","pages":"Article 104441"},"PeriodicalIF":3.3000,"publicationDate":"2025-06-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Bayesian framework for non-destructive post-fire assessment of reinforced concrete beams using the incremental neutral axis position\",\"authors\":\"Balša Jovanović , Jasper Godeau , Robby Caspeele , Edwin Reynders , Geert Lombert , Ruben Van Coile\",\"doi\":\"10.1016/j.firesaf.2025.104441\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>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.</div></div>\",\"PeriodicalId\":50445,\"journal\":{\"name\":\"Fire Safety Journal\",\"volume\":\"156 \",\"pages\":\"Article 104441\"},\"PeriodicalIF\":3.3000,\"publicationDate\":\"2025-06-05\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Fire Safety Journal\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0379711225001055\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Fire Safety Journal","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0379711225001055","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
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.
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.