Predicting residual strength of hybrid fibre-reinforced Self-compacting concrete (HFR-SCC) exposed to elevated temperatures using machine learning

Hybrid fibre-reinforced Self-compacting concrete (HFR-SCC) offers significant advantages over conventional concrete like increased ductility, crack resistance, and eliminating the need for compaction etc. However, it is very difficult to determine residual strength properties of HFR-SCC after a fire event since it requires rigorous experimental work and resources. Thus, this research presents innovative ways for reliable prediction of compressive strength (cs), flexural strength (fs), and tensile strength (ts) of HFR-SCC using different machine learning (ML) algorithms including gene expression programming (GEP), adaptive neuro-fuzzy inference system (ANFIS), extreme gradient boosting (XGB), AdaBoost, and random forest regression (RFR). The data to be used for this purpose was obtained from internationally published literature having nine inputs including cement, fly ash, temperature, fibre content etc. and three output parameters i.e., cs, ts, and fs. The collected dataset was split into two sets named training and testing sets to be used for training the algorithms and testing their accuracy respectively. The developed predictive models were validated by error metrices including coefficient of determination ( R 2 ) , performance index (PI), and a20-index, etc. The comparison of the algorithms revealed that XGB surpassed its counterparts having testing R 2 values equal to 0.998, 0.997, and 0.999 for cs, ts, and fs prediction respectively. Also, the PI values were the lowest for XGB-based predictive model in both phases of training and testing. Thus, Shapely Additive Analysis (SHAP) was performed on the XGB model which revealed that temperature, fibre content, and cement are some of the main contributors to predict the three outputs. The developed predictive models presented in this study can be utilized effectively by the professionals to estimate the residual strength of HFR-SCC.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2024-12-11
DOI
https://doi.org/10.1016/j.cscm.2024.e04112
Citations
12
Primary Topic
Fire effects on concrete materials
Type
article
Field-Weighted Citation Impact
3.13
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article

Predicting residual strength of hybrid fibre-reinforced Self-compacting concrete (HFR-SCC) exposed to elevated temperatures using machine learning

Saad S. Alarifi, Muhammad Saud Khan, Liqiang Ma, Naseer Muhammad Khan et al.
12 citations
Case Studies in Construction Materials
Fire effects on concrete materials
3.13
article

Predicting residual strength of hybrid fibre-reinforced Self-compacting concrete (HFR-SCC) exposed to elevated temperatures using machine learning

Saad S. Alarifi, Muhammad Saud Khan, Liqiang Ma, Naseer Muhammad Khan, Majid Khan, Waleed Bin Inqiad
article en
12 citations

Abstract

Hybrid fibre-reinforced Self-compacting concrete (HFR-SCC) offers significant advantages over conventional concrete like increased ductility, crack resistance, and eliminating the need for compaction etc. However, it is very difficult to determine residual strength properties of HFR-SCC after a fire event since it requires rigorous experimental work and resources. Thus, this research presents innovative ways for reliable prediction of compressive strength (cs), flexural strength (fs), and tensile strength (ts) of HFR-SCC using different machine learning (ML) algorithms including gene expression programming (GEP), adaptive neuro-fuzzy inference system (ANFIS), extreme gradient boosting (XGB), AdaBoost, and random forest regression (RFR). The data to be used for this purpose was obtained from internationally published literature having nine inputs including cement, fly ash, temperature, fibre content etc. and three output parameters i.e., cs, ts, and fs. The collected dataset was split into two sets named training and testing sets to be used for training the algorithms and testing their accuracy respectively. The developed predictive models were validated by error metrices including coefficient of determination ( R 2 ) , performance index (PI), and a20-index, etc. The comparison of the algorithms revealed that XGB surpassed its counterparts having testing R 2 values equal to 0.998, 0.997, and 0.999 for cs, ts, and fs prediction respectively. Also, the PI values were the lowest for XGB-based predictive model in both phases of training and testing. Thus, Shapely Additive Analysis (SHAP) was performed on the XGB model which revealed that temperature, fibre content, and cement are some of the main contributors to predict the three outputs. The developed predictive models presented in this study can be utilized effectively by the professionals to estimate the residual strength of HFR-SCC.

Case Studies in Construction MaterialsVol. 22
Aston University (GB), China University of Mining and Technology (CN), King Saud University (SA), Xinjiang Institute of Engineering (CN), Geomechanica (Canada) (CA), University of Manitoba (CA), Ghulam Ishaq Khan Institute of Engineering Sciences and Technology (PK), University of Science and Technology Beijing (CN)
Sustainable cities and communities
Openalex Percentile: Top 8%
Fire effects on concrete materials
3.13
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