Glass fibre concrete: Experimental investigation and predictive modeling using advanced machine learning with an interactive online interface

This study investigates the mechanical properties of glass fibre concrete (GFC) through experimental and predictive analysis using advanced machine learning (ML) techniques. The experimental work focuses on the mechanical and durability characteristics of GFC. The data obtained in the experimental testing were added to the dataset collected from the literature for the application of machine learning algorithms. The dataset contains 108 compressive strength and 87 split tensile strength data points that evaluated vital factors, including fly ash, cement, aggregates, water, fibre content, superplasticizer, fibre length, fibre diameter, and micro-silica. Optuna, a state-of-the-art hyperparameter optimization library utilizing deep learning, was employed to determine the optimal hyperparameters for each model. The best hyperparameters were selected based on the highest average performance from 5-fold cross-validation. Experimental results showed significant influences of fibre content on GFC mechanical and durability characteristics. The Gradient Tree Boosting Regression (GTBR) model was identified as the optimal model for predicting the compressive and split tensile strength of GFC. The model demonstrated high predictive accuracy for both compressive and split tensile strengths, with R 2 values of 0.968 and 0.954, respectively. Shapley Additive exPlanations (SHAP) analysis emphasized the significant impact of fine aggregate, cement, and the amount of glass fibre on both compressive and split tensile strengths, providing valuable insights into the contribution of each feature and enhancing the explainability of the optimum ML model. Finally, a user-friendly online interface was developed, allowing users to predict GFC properties based on the trained GTBR model. This tool, featuring interactive sliders for input variables, ensures precise predictions within the collected data range. • Integration of experimental and machine learning results in highly accurate predictions of the mechanical properties of glass fibre concrete. • Gradient Tree Boosting Regression (GTBR) is identified as the top-performing model for predicting both compressive and split tensile strengths. • An interactive online interface allows to easily use predictive models for compressive and split tensile strength of glass fibre concrete.

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Publication Details

Journal
Construction and Building Materials
Published
2025-03-23
DOI
https://doi.org/10.1016/j.conbuildmat.2025.140951
Citations
8
Primary Topic
Innovations in Concrete and Construction Materials
Type
article
Field-Weighted Citation Impact
8.05

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article

Glass fibre concrete: Experimental investigation and predictive modeling using advanced machine learning with an interactive online interface

Mohamed Rabie, Ibrahim G. Shaaban
8 citations
Construction and Building Materials
Innovations in Concrete and Construction Materials
8.05
article

Glass fibre concrete: Experimental investigation and predictive modeling using advanced machine learning with an interactive online interface

Mohamed Rabie, Ibrahim G. Shaaban
article en
8 citations

Abstract

This study investigates the mechanical properties of glass fibre concrete (GFC) through experimental and predictive analysis using advanced machine learning (ML) techniques. The experimental work focuses on the mechanical and durability characteristics of GFC. The data obtained in the experimental testing were added to the dataset collected from the literature for the application of machine learning algorithms. The dataset contains 108 compressive strength and 87 split tensile strength data points that evaluated vital factors, including fly ash, cement, aggregates, water, fibre content, superplasticizer, fibre length, fibre diameter, and micro-silica. Optuna, a state-of-the-art hyperparameter optimization library utilizing deep learning, was employed to determine the optimal hyperparameters for each model. The best hyperparameters were selected based on the highest average performance from 5-fold cross-validation. Experimental results showed significant influences of fibre content on GFC mechanical and durability characteristics. The Gradient Tree Boosting Regression (GTBR) model was identified as the optimal model for predicting the compressive and split tensile strength of GFC. The model demonstrated high predictive accuracy for both compressive and split tensile strengths, with R 2 values of 0.968 and 0.954, respectively. Shapley Additive exPlanations (SHAP) analysis emphasized the significant impact of fine aggregate, cement, and the amount of glass fibre on both compressive and split tensile strengths, providing valuable insights into the contribution of each feature and enhancing the explainability of the optimum ML model. Finally, a user-friendly online interface was developed, allowing users to predict GFC properties based on the trained GTBR model. This tool, featuring interactive sliders for input variables, ensures precise predictions within the collected data range. • Integration of experimental and machine learning results in highly accurate predictions of the mechanical properties of glass fibre concrete. • Gradient Tree Boosting Regression (GTBR) is identified as the top-performing model for predicting both compressive and split tensile strengths. • An interactive online interface allows to easily use predictive models for compressive and split tensile strength of glass fibre concrete.

Construction and Building MaterialsVol. 472
University of West London (GB)
University of West London
Openalex Percentile: Top 2%
Innovations in Concrete and Construction Materials
8.05
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