{"title":"Machine learning approach for predicting the compressive strength of ultra-high performance fiber reinforced concrete (UHPFRC)","authors":"S. Wijesundara, K. Wijesundara, S. Bandara","doi":"10.1016/j.istruc.2025.108704","DOIUrl":null,"url":null,"abstract":"<div><div>Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) is an advanced cementitious composite which contains fibers. UHPFRC possesses improved mechanical properties, durability, workability, fire resistance, abrasion resistance, and low permeability. As a result, it finds extensive applications in casting full-scale structural elements and for structural retrofitting purposes. This research focuses on predicting the compressive strength of UHPFRC by employing Machine Learning (ML) techniques. Initially, a comprehensive literature review was undertaken to extract mix design details from previous experimental studies and a database was developed with 200 data points. Seven ML models, including Support Vector Regressor, Decision Tree Regressor, Random Forest Regressor, Gradient Boosting Regressor, Light Gradient Boosting Regressor, Extreme Gradient Boosting Regressor, and Multi-Layer Perceptron Neural Network were constructed for the estimation of compressive strength. Ten input parameters representing different material properties were utilized by the models, while the output parameter was the compressive strength of UHPFRC. The models underwent performance evaluation through the computation of various performance evaluation parameters. Among these models, the XGBR model demonstrated the highest prediction accuracy with an R<sup>2</sup> value of 0.905 and MSE value of 69.48 and hence was selected for detailed analysis. Overall, boosting-based models outperformed the rest and the SVR model showed the least accuracy. Further, a SHAP (Shapley Additive Explanations) analysis was conducted to unveil the black box nature of the ML model and to provide more detailed interpretations. A feature importance analysis was undertaken based on mean absolute SHAP values to investigate the impact of each parameter on the performance of the material. In addition, guidelines for the utilization of material parameters were presented at the conclusion to achieve optimal compressive strength of UHPFRC and provide a practical framework for UHPFRC mix design.</div></div>","PeriodicalId":48642,"journal":{"name":"Structures","volume":"75 ","pages":"Article 108704"},"PeriodicalIF":3.9000,"publicationDate":"2025-03-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352012425005181","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
摘要
超高性能纤维增强混凝土(UHPFRC)是一种含有纤维的先进水泥基复合材料。超高性能纤维增强混凝土具有更好的机械性能、耐久性、可加工性、耐火性、耐磨性和低渗透性。因此,它被广泛应用于铸造全尺寸结构件和结构改造。本研究的重点是利用机器学习(ML)技术预测超高压泡沫混凝土的抗压强度。首先,我们进行了全面的文献综述,从以往的实验研究中提取了混合设计细节,并开发了一个包含 200 个数据点的数据库。为估算抗压强度,构建了七个 ML 模型,包括支持向量回归器、决策树回归器、随机森林回归器、梯度提升回归器、轻梯度提升回归器、极端梯度提升回归器和多层感知器神经网络。这些模型使用了代表不同材料特性的十个输入参数,而输出参数则是超高压纤维水泥混凝土的抗压强度。通过计算各种性能评估参数,对模型进行了性能评估。在这些模型中,XGBR 模型的预测精度最高,R2 值为 0.905,MSE 值为 69.48,因此被选中进行详细分析。总体而言,基于提升的模型优于其他模型,而 SVR 模型的准确率最低。此外,还进行了 SHAP(夏普利相加解释)分析,以揭示 ML 模型的黑箱性质,并提供更详细的解释。根据 SHAP 平均绝对值进行了特征重要性分析,以研究各参数对材料性能的影响。此外,在结论中还提出了材料参数使用指南,以实现超高压纤维增强混凝土的最佳抗压强度,并为超高压纤维增强混凝土的混合设计提供了实用框架。
Machine learning approach for predicting the compressive strength of ultra-high performance fiber reinforced concrete (UHPFRC)
Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) is an advanced cementitious composite which contains fibers. UHPFRC possesses improved mechanical properties, durability, workability, fire resistance, abrasion resistance, and low permeability. As a result, it finds extensive applications in casting full-scale structural elements and for structural retrofitting purposes. This research focuses on predicting the compressive strength of UHPFRC by employing Machine Learning (ML) techniques. Initially, a comprehensive literature review was undertaken to extract mix design details from previous experimental studies and a database was developed with 200 data points. Seven ML models, including Support Vector Regressor, Decision Tree Regressor, Random Forest Regressor, Gradient Boosting Regressor, Light Gradient Boosting Regressor, Extreme Gradient Boosting Regressor, and Multi-Layer Perceptron Neural Network were constructed for the estimation of compressive strength. Ten input parameters representing different material properties were utilized by the models, while the output parameter was the compressive strength of UHPFRC. The models underwent performance evaluation through the computation of various performance evaluation parameters. Among these models, the XGBR model demonstrated the highest prediction accuracy with an R2 value of 0.905 and MSE value of 69.48 and hence was selected for detailed analysis. Overall, boosting-based models outperformed the rest and the SVR model showed the least accuracy. Further, a SHAP (Shapley Additive Explanations) analysis was conducted to unveil the black box nature of the ML model and to provide more detailed interpretations. A feature importance analysis was undertaken based on mean absolute SHAP values to investigate the impact of each parameter on the performance of the material. In addition, guidelines for the utilization of material parameters were presented at the conclusion to achieve optimal compressive strength of UHPFRC and provide a practical framework for UHPFRC mix design.
期刊介绍:
Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.