FRP bar-to-concrete connection durability in diverse environmental exposures: An optimal machine learning approach to predicting bond strength

被引:0
作者
Baghaei, Keyvan Aghabalaei [1 ]
Hadigheh, S. Ali [1 ]
机构
[1] Univ Sydney, Fac Engn, Sch Civil Engn, Sydney, NSW 2006, Australia
基金
澳大利亚研究理事会;
关键词
Fibre reinforced polymer (FRP) bar; Concrete; Bond strength; Durability; Machine learning; Bayesian optimisation; FIBER-REINFORCED-POLYMER; GFRP BARS; CARBON-FIBER; DEGRADATION; SAND; ATTACK;
D O I
10.1016/j.istruc.2025.108988
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The environmental durability of the bond between fibre-reinforced polymer (FRP) bar and concrete is a critical factor in studying the long-term performance of FRP-reinforced concrete structures. Accurate prediction of bond behaviour under harsh environmental conditions is essential to ensuring structural durability. This paper proposes a machine learning-based framework to model the durability of the FRP bar-to-concrete bond when exposed to diverse environmental conditions. A total of 1,244 durability test results are collected and analysed to establish a comprehensive database for predicting bond strength. A comprehensive range of parameters influencing bond durability, including the geometrical, material, mechanical, and environmental properties of both the FRP bars and concrete, are incorporated to develop accurate prediction models. The performance of the machine learning models is enhanced using Bayesian optimisation, which automatically tunes hyperparameter values during training. A detailed analysis is presented, including a comparative evaluation of machine learning models and a parametric study into the effects of environmental factors on bond durability. To demonstrate the practical value of machine learning, a closed-form equation is proposed and compared with existing formulations in design standards. The results demonstrate that the developed machine learning framework in this study is robust and capable of accurately predicting bond durability across a wide range of environmental conditions.
引用
收藏
页数:16
相关论文
共 77 条
[1]   Temperature and environmental effects on glass fibre rebar: modulus, strength and interfacial bond strength with concrete [J].
Abbasi, A ;
Hogg, PJ .
COMPOSITES PART B-ENGINEERING, 2005, 36 (05) :394-404
[2]  
Abedi S., 2014, Evaluation of the bond and tensile strength of GFRP bars exposed to harsh environment
[3]  
Baghaei KA, 2021, COMPOS STRUCT, P114576, DOI [10.1016/j.compstruct.2021.114576, 10.1016/j.compstruct.2021.114576]
[4]  
Aghabalaei Baghaei K, 2022, P 20 EUR C COMP MAT, P26, DOI [10.5075/epfl-298799978-2-9701614-0-0, DOI 10.5075/EPFL-298799978-2-9701614-0-0]
[5]  
Aghabalaei Baghaei K., 2023, Multiscale Machine Learning and Numerical Investigation of Ageing in Infrastructures
[6]   Effect of environmental pre-conditioning on bond of FRP reinforcement to concrete [J].
Al-Dulaijan, SU ;
Al-Zahrani, MM ;
Nanni, A ;
Bakis, CE ;
Boothby, TE .
JOURNAL OF REINFORCED PLASTICS AND COMPOSITES, 2001, 20 (10) :881-900
[7]   A Review of Insider Threat Detection: Classification, Machine Learning Techniques, Datasets, Open Challenges, and Recommendations [J].
Al-Mhiqani, Mohammed Nasser ;
Ahmad, Rabiah ;
Zainal Abidin, Z. ;
Yassin, Warusia ;
Hassan, Aslinda ;
Abdulkareem, Karrar Hameed ;
Ali, Nabeel Salih ;
Yunos, Zahri .
APPLIED SCIENCES-BASEL, 2020, 10 (15)
[8]   Effects of harsh environmental exposures on the bond capacity between concrete and GFRP reinforcing bars [J].
Al-Tamimi, Adil ;
Abed, Farid H. ;
Al-Rahmani, Abdulla .
ADVANCES IN CONCRETE CONSTRUCTION, 2014, 2 (01) :1-11
[9]  
Al-Zahrani MM, 2002, 6 SAUD ENG C
[10]   Bond degradation of basalt fiber-reinforced polymer (BFRP) bars exposed to accelerated aging conditions [J].
Altalmas, Ahmad ;
El Refai, Ahmed ;
Abed, Farid .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 81 :162-171