{"title":"Self-sensing capacity of strain-hardening fiber-reinforced cementitious composites: machine learning prediction and experimental validation","authors":"Duy- Liem Nguyen, Tan-Duy Phan","doi":"10.1007/s42107-025-01291-1","DOIUrl":null,"url":null,"abstract":"<div><p>This study focuses on the self-sensing capacity, which is indicated by gauge factor (GF) of strain-hardening fiber-reinforced cementitious composites (SH-FRCCs) for flexural specimen. At first, a machine learning model using a hybrid Random Forest–Particle Swarm Optimization (RF-PSO) technique was proposed to predict the GF for SH-FRCCs under direct tension. After that, an experimental program was conducted to validate the RF-PSO model in predicting GF of SH-FRCCs at the tensile zone of the flexural specimen. A dataset comprising 86 samples gathered from multiple previous studies was utilized to train and evaluate the proposed RF-PSO model. Eight potential input variables were considered: matrix strength (<span>\\(\\sigma_{mu}\\)</span>), fiber type (FT), fiber geometry (<span>\\(L_{f} /d_{f}\\)</span>), fiber volume content (<span>\\(V_{f}\\)</span>), post-cracking strength (<span>\\(\\sigma_{pc}\\)</span>), strain capacity (<span>\\(\\varepsilon_{pc}\\)</span>), initial electrical resistivity (<span>\\(\\rho_{i}\\)</span>), electrical resistivity at post cracking (<span>\\(\\rho_{c}\\)</span>). The effectiveness of the hybrid RF-PSO model was assessed via four statistical metrics: R<sup>2</sup> (coefficient of determination), MSE (mean squared error), MAE (mean absolute error), and RMSE (root mean squared error). The analytical results showed that the proposed RF-PSO model showed excellent accuracy, with R<sup>2</sup> values of 0.935 in the training stage and 0.737 in the testing stage. The hybrid RF-PSO model demonstrated superior predictive performance compared to the pure RF model in predicting the GF of SH-FRCCs, improving the R<sup>2</sup> values by 1.05 and 1.14 times in the training and testing stages, respectively. Furthermore, one-dimensional partial dependence plot (PDP-1D) was used to investigate the effect of input variables on the GF of SH-FRCCs. It was found that the <span>\\(\\sigma_{pc}\\)</span> and <span>\\(\\rho_{c}\\)</span> extremely impacted to the GF predictions. The experimental results showed that the error between the experimental values and RF-PSO predictions is less than -13.63%, thus the proposed model in this study have high generalization capability in predicting the GF of SH-FRCCs.</p></div>","PeriodicalId":8513,"journal":{"name":"Asian Journal of Civil Engineering","volume":"26 4","pages":"1801 - 1818"},"PeriodicalIF":0.0000,"publicationDate":"2025-03-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Asian Journal of Civil Engineering","FirstCategoryId":"1085","ListUrlMain":"https://link.springer.com/article/10.1007/s42107-025-01291-1","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"Engineering","Score":null,"Total":0}
引用次数: 0
Abstract
This study focuses on the self-sensing capacity, which is indicated by gauge factor (GF) of strain-hardening fiber-reinforced cementitious composites (SH-FRCCs) for flexural specimen. At first, a machine learning model using a hybrid Random Forest–Particle Swarm Optimization (RF-PSO) technique was proposed to predict the GF for SH-FRCCs under direct tension. After that, an experimental program was conducted to validate the RF-PSO model in predicting GF of SH-FRCCs at the tensile zone of the flexural specimen. A dataset comprising 86 samples gathered from multiple previous studies was utilized to train and evaluate the proposed RF-PSO model. Eight potential input variables were considered: matrix strength (\(\sigma_{mu}\)), fiber type (FT), fiber geometry (\(L_{f} /d_{f}\)), fiber volume content (\(V_{f}\)), post-cracking strength (\(\sigma_{pc}\)), strain capacity (\(\varepsilon_{pc}\)), initial electrical resistivity (\(\rho_{i}\)), electrical resistivity at post cracking (\(\rho_{c}\)). The effectiveness of the hybrid RF-PSO model was assessed via four statistical metrics: R2 (coefficient of determination), MSE (mean squared error), MAE (mean absolute error), and RMSE (root mean squared error). The analytical results showed that the proposed RF-PSO model showed excellent accuracy, with R2 values of 0.935 in the training stage and 0.737 in the testing stage. The hybrid RF-PSO model demonstrated superior predictive performance compared to the pure RF model in predicting the GF of SH-FRCCs, improving the R2 values by 1.05 and 1.14 times in the training and testing stages, respectively. Furthermore, one-dimensional partial dependence plot (PDP-1D) was used to investigate the effect of input variables on the GF of SH-FRCCs. It was found that the \(\sigma_{pc}\) and \(\rho_{c}\) extremely impacted to the GF predictions. The experimental results showed that the error between the experimental values and RF-PSO predictions is less than -13.63%, thus the proposed model in this study have high generalization capability in predicting the GF of SH-FRCCs.
期刊介绍:
The Asian Journal of Civil Engineering (Building and Housing) welcomes articles and research contributions on topics such as:- Structural analysis and design - Earthquake and structural engineering - New building materials and concrete technology - Sustainable building and energy conservation - Housing and planning - Construction management - Optimal design of structuresPlease note that the journal will not accept papers in the area of hydraulic or geotechnical engineering, traffic/transportation or road making engineering, and on materials relevant to non-structural buildings, e.g. materials for road making and asphalt. Although the journal will publish authoritative papers on theoretical and experimental research works and advanced applications, it may also feature, when appropriate: a) tutorial survey type papers reviewing some fields of civil engineering; b) short communications and research notes; c) book reviews and conference announcements.