Machine learning-based prediction of optimal GFRP thickness for enhanced circular concrete column confinement

被引:0
|
作者
Djafar-Henni, Imane [1 ]
Sadouki, Amina [2 ]
机构
[1] Hassiba Benbouali Univ, Dept Civil Engn, Lab Struct Geotech & Risks LSGR, Chlef, Algeria
[2] Hassiba Benbouali Univ, Dept Civil Engn, Geomat Lab, Chlef, Algeria
关键词
GFRP; Concrete confinement; Machine learning; Predictive modeling; Structural optimization; STRESS-STRAIN BEHAVIOR; FRP-JACKETED CONCRETE; COMPRESSIVE BEHAVIOR; STRUCTURAL BEHAVIOR; FIBER ORIENTATION; STRENGTH; PERFORMANCE; CYLINDERS; DESIGN; MODELS;
D O I
10.1007/s41939-025-00773-8
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The application of Glass Fiber Reinforced Polymer (GFRP) jackets has emerged as a vital technique for enhancing the structural integrity of circular concrete columns. Despite significant research on GFRP confinement, a critical gap persists in determining the optimal GFRP thickness necessary for achieving maximum structural performance. This study develops a predictive model using machine learning techniques-specifically Decision Tree, Random Forest, Gradient Boosting, and Stacking Regressors-to estimate the ideal GFRP thickness for concrete confinement. The analysis, based on 417 specimens, reveals that column diameter, unconfined concrete strength, and fiber tensile strength are the most influential factors, with the Stacking Regressor achieving an R2 of 0.98 and a Root Mean Square Error (RMSE) of 0.21 mm in validation tests. These findings underscore the effectiveness of machine learning in optimizing GFRP thickness, contributing to safer and more efficient structural designs.
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收藏
页数:20
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