Applications of Machine Learning to Predict the Flexural Bearing Capacity of Hollow Core Slabs After Fire Exposure

IF 1.1 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY
Chaowei Hao, Baoyao Lin, Mingfa Wang, Laiyong Wang, Dejin Xing
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Abstract

AbstractConventional evaluation of the overall mechanical properties and ultimate flexural capacity of prestressed hollow core slabs after a fire exposure depends heavily on the inversion of fire scene temperature. To avoid this drawback, this paper presents a new methodology which combines a generalized regression neural network (GRNN) with conventional non-destructive testing technology. Thereby, a neural network model for predicting the material performance parameters after fire exposure is obtained based on conventional testing indices. A hollow core slab bridge is used as an example, and the applicability of the trained network model is confirmed using numerical simulation and a field failure test. Results show that the overall relative error of GRNN in predicting the key performance parameters of the bridge after fire exposure is less than 10%. Further, because of the good thermal inertia of the concrete, the relative error in predicting the material performance parameters of steel after a fire is less than 5%. Moreover, the ultimate flexural capacity of the prestressed hollow core slab after a fire can be accurately evaluated by feeding the material performance parameters predicted by GRNN neural network into the finite element (FE) model.Keywords: firehollow core slabmachine learningneuronic networkultimate bearing capacity Disclosure StatementNo potential conflict of interest was reported by the author(s).Data Availability StatementSome or all data, models, or codes generated or used during the study are available from the corresponding author by request.Additional informationFundingThis work was supported by the National Key Research and Development Program of China [grant number 2017YFE0103000]; Science and Technology Plan Project of Shandong Provincial Department of Transportation [grant number 2017B62]; Central Research Institutes of Basic Research and Public Service Special Operations [grant number 2021-9060a].
机器学习在空心板火灾后抗弯承载力预测中的应用
摘要火灾后预应力空心板的整体力学性能和极限抗弯能力的传统评估在很大程度上依赖于火灾现场温度的反演。为了避免这一缺陷,本文提出了一种将广义回归神经网络(GRNN)与传统无损检测技术相结合的新方法。从而建立了基于常规测试指标的火灾后材料性能参数预测的神经网络模型。以某空心板桥为例,通过数值模拟和现场破坏试验验证了所建立的网络模型的适用性。结果表明,GRNN预测火灾后桥梁关键性能参数的总体相对误差小于10%。此外,由于混凝土具有良好的热惯性,火灾后钢材材料性能参数预测的相对误差小于5%。此外,将GRNN神经网络预测的材料性能参数输入有限元模型,可以准确评估火灾后预应力空心板的极限抗弯能力。关键词:火空心芯板机器学习神经网络极限承载力披露声明作者未报告潜在利益冲突。数据可用性声明研究过程中生成或使用的部分或全部数据、模型或代码可根据要求从通讯作者处获得。项目资助:国家重点研发计划项目[批准号:2017YFE0103000];山东省交通厅科技计划项目[批准号2017B62];中央基础研究与公共服务特种作战研究院[批准号2021-9060a]。
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
Structural Engineering International
Structural Engineering International CONSTRUCTION & BUILDING TECHNOLOGY-ENGINEERING, CIVIL
CiteScore
2.60
自引率
9.10%
发文量
78
审稿时长
6-12 weeks
期刊介绍: The aim of the Association is to exchange knowledge and to advance the practice of structural engineering worldwide in the service of the profession and society.
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