Self-sensing capacity of strain-hardening fiber-reinforced cementitious composites: machine learning prediction and experimental validation

Duy- Liem Nguyen, Tan-Duy Phan
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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.

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应变硬化纤维增强水泥基复合材料的自感应能力:机器学习预测与实验验证
本文主要研究了应变硬化纤维增强胶凝复合材料(sh - frcc)的自感知能力,该自感知能力由应变硬化纤维增强胶凝复合材料(sh - frcc)的规范因子(GF)表示。首先,提出了一种基于随机森林-粒子群混合优化(RF-PSO)技术的机器学习模型来预测直接张力下sh - frcc的GF。随后,通过实验程序验证了RF-PSO模型对sh - frcc在受弯试件受拉区GF的预测效果。利用从多个先前研究中收集的86个样本的数据集来训练和评估所提出的RF-PSO模型。考虑了8个潜在的输入变量:基体强度(\(\sigma_{mu}\))、纤维类型(FT)、纤维几何形状(\(L_{f} /d_{f}\))、纤维体积含量(\(V_{f}\))、开裂后强度(\(\sigma_{pc}\))、应变能力(\(\varepsilon_{pc}\))、初始电阻率(\(\rho_{i}\))、开裂后电阻率(\(\rho_{c}\))。混合RF-PSO模型的有效性通过四个统计指标进行评估:R2(决定系数)、MSE(均方误差)、MAE(平均绝对误差)和RMSE(均方根误差)。分析结果表明,所提出的RF-PSO模型具有良好的准确率,训练阶段的R2值为0.935,测试阶段的R2值为0.737。与纯RF模型相比,混合RF- pso模型在预测sh - frcc的GF方面表现出更好的预测性能,在训练和测试阶段分别将R2值提高1.05倍和1.14倍。此外,利用一维偏相关图(PDP-1D)研究了输入变量对sh - frcc的GF的影响。发现\(\sigma_{pc}\)和\(\rho_{c}\)对GF的预测影响极大。实验结果表明,实验值与RF-PSO预测值的误差小于-13.63%, thus the proposed model in this study have high generalization capability in predicting the GF of SH-FRCCs.
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来源期刊
Asian Journal of Civil Engineering
Asian Journal of Civil Engineering Engineering-Civil and Structural Engineering
CiteScore
2.70
自引率
0.00%
发文量
121
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.
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