TY - JOUR
T1 - A reliable hybrid extreme learning machine-metaheuristic framework for enhanced strength prediction of 3D-printed fiber-reinforced concrete
AU - Alizamir, Meysam
AU - Kim, Sungwon
AU - Ikram, Rana Muhammad Adnan
AU - Ahmed, Kaywan Othman
AU - Heddam, Salim
AU - Gholampour, Aliakbar
PY - 2025/9
Y1 - 2025/9
N2 - 3D concrete printing has emerged as a promising technology in the construction industry, offering significant advantages over traditional methods. This innovative approach addresses longstanding challenges such as low workforce efficiency while providing economic and environmental benefits, including reduced waste generation and decreased labor requirements. The primary objective of this research is to develop accurate predictive models for compressive strength (CS) and flexural strength (FS) of 3D-printed fiber-reinforced concrete (3DP-FRC) using advanced machine learning techniques. The study evaluates six extreme learning-based approaches: the standard extreme learning machine (ELM) and its optimized variants using differential evolution (ELM-DE), grey wolf optimization (ELM-GWO), whale optimization algorithm (ELM-WOA), genetic algorithm (ELM-GA), and bat algorithm (ELM-BAT). A substantial database was assembled for this investigation, consisting of 299 CS laboratory specimens and 200 FS examples extracted from published research. This data was leveraged to develop diverse, dependable predictive frameworks based on ELM technology. A methodical approach was incorporated, starting with initial model training phases, followed by rigorous assessment procedures to evaluate accuracy and forecasting efficiency. Moreover, each model was tested across nine distinct feature parameter scenarios to ensure robust strength prediction capabilities. A SelectKBest algorithm was implemented to analyze how different feature variables affect the prediction of CS and FS parameters. This technique ranked the relative importance of each feature parameter, providing insights into the relationships between features and outputs. The performance of each model was evaluated using four key statistical metrics: mean absolute error (MAE), Nash-Sutcliffe efficiency (NSE), root mean square error (RMSE), and correlation coefficient (R). These performance indicators enabled a thorough evaluation of each model's predictive capabilities. Based on the RMSE indicator, the top three performing models for CS prediction were ELM-BAT (RMSE = 9.332 MPa), ELM-DE (RMSE = 9.363 MPa), and ELM-GWO (RMSE = 9.422 MPa). Similarly, for FS prediction, ELM-BAT achieved the best performance (RMSE = 1.163 MPa), followed by ELM-DE (RMSE = 1.928 MPa) and ELM-GWO (RMSE = 3.203 MPa). According to the SelectKBest algorithm results, fly ash emerged as the most influential feature parameter for both CS and FS variables. The study demonstrates that the parameters applied across different scenarios effectively predict CS and FS values of 3DP-FRC when used with the proposed algorithms.
AB - 3D concrete printing has emerged as a promising technology in the construction industry, offering significant advantages over traditional methods. This innovative approach addresses longstanding challenges such as low workforce efficiency while providing economic and environmental benefits, including reduced waste generation and decreased labor requirements. The primary objective of this research is to develop accurate predictive models for compressive strength (CS) and flexural strength (FS) of 3D-printed fiber-reinforced concrete (3DP-FRC) using advanced machine learning techniques. The study evaluates six extreme learning-based approaches: the standard extreme learning machine (ELM) and its optimized variants using differential evolution (ELM-DE), grey wolf optimization (ELM-GWO), whale optimization algorithm (ELM-WOA), genetic algorithm (ELM-GA), and bat algorithm (ELM-BAT). A substantial database was assembled for this investigation, consisting of 299 CS laboratory specimens and 200 FS examples extracted from published research. This data was leveraged to develop diverse, dependable predictive frameworks based on ELM technology. A methodical approach was incorporated, starting with initial model training phases, followed by rigorous assessment procedures to evaluate accuracy and forecasting efficiency. Moreover, each model was tested across nine distinct feature parameter scenarios to ensure robust strength prediction capabilities. A SelectKBest algorithm was implemented to analyze how different feature variables affect the prediction of CS and FS parameters. This technique ranked the relative importance of each feature parameter, providing insights into the relationships between features and outputs. The performance of each model was evaluated using four key statistical metrics: mean absolute error (MAE), Nash-Sutcliffe efficiency (NSE), root mean square error (RMSE), and correlation coefficient (R). These performance indicators enabled a thorough evaluation of each model's predictive capabilities. Based on the RMSE indicator, the top three performing models for CS prediction were ELM-BAT (RMSE = 9.332 MPa), ELM-DE (RMSE = 9.363 MPa), and ELM-GWO (RMSE = 9.422 MPa). Similarly, for FS prediction, ELM-BAT achieved the best performance (RMSE = 1.163 MPa), followed by ELM-DE (RMSE = 1.928 MPa) and ELM-GWO (RMSE = 3.203 MPa). According to the SelectKBest algorithm results, fly ash emerged as the most influential feature parameter for both CS and FS variables. The study demonstrates that the parameters applied across different scenarios effectively predict CS and FS values of 3DP-FRC when used with the proposed algorithms.
KW - 3D concrete printing
KW - Compressive strength
KW - Extreme learning machine
KW - Flexural strength
KW - Optimization algorithms
UR - http://www.scopus.com/inward/record.url?scp=105008325885&partnerID=8YFLogxK
U2 - 10.1016/j.rineng.2025.105715
DO - 10.1016/j.rineng.2025.105715
M3 - Article
AN - SCOPUS:105008325885
SN - 2590-1230
VL - 27
JO - Results in Engineering
JF - Results in Engineering
M1 - 105715
ER -