Machine learning-driven predictive models for compressive strength of steel fiber reinforced concrete subjected to high temperatures

抗压强度 自适应神经模糊推理系统 基因表达程序设计 人工神经网络 决定系数 水泥 开裂 试验数据 纤维 相关系数 极限抗拉强度 预测建模 计算机科学 结构工程 机器学习 模糊逻辑 复合材料 材料科学 工程类 人工智能 模糊控制系统 程序设计语言
作者
Rayed Alyousef,Muhammad Faisal Rehman,Majid Khan,Muhammad Fawad,Asad U. Khan,Ahmed M. Hassan,Nivin A. Ghamry
出处
期刊:Case Studies in Construction Materials [Elsevier BV]
卷期号:19: e02418-e02418 被引量:56
标识
DOI:10.1016/j.cscm.2023.e02418
摘要

Steel-fiber-reinforced concrete (SFRC) has emerged as a viable and efficient substitute for traditional concrete in the construction industry. By incorporating steel fibers into the concrete mixture, SFRC offers enhanced crack resistance, improved post-cracking performance, and effective stress transfer. To optimize cost and time in the construction sector, the application of machine learning (ML) methods is now prevalent for accurately estimating concrete characteristics. Accordingly, the present study focuses on utilizing novel ML techniques that include adaptive neuro-fuzzy inference systems (ANFIS), artificial neural networks (ANN), and gene expression programming (GEP) to predict the compressive strength (CS) of SFRC at elevated temperatures. For developing the ML-based models, 307 experimental records were acquired from the published studies conducted between 2000 and 2022. The models' accuracy was assessed using multiple statistical indices. The developed models provide excellent performance with a correlation coefficient (R) value of 0.962 for ANN, 0.998 for GEP, and 0.968 for ANFIS models. Overall, the GEP model provided higher accuracy and less error compared to ANN and ANFIS models. Moreover, the SHapley Additive exPlanation (SHAP) technique was used to interpret the outcomes of the ML-based model predictions. The combined SHAP value of cement content, temperature, and water-to-cement ratio accounts for 80.7% of the total SHAP value across all features. In addition, the SHAP analysis revealed that the actual temperature holds greater significance compared to the heating rate when considering its impact on compressive strength. The comparison of the developed model with the multivariable regression (MLR) method provided that the ML-based models have more prediction accuracy than traditional prediction methods. The proposed models provide designers and builders with an efficient and versatile tool for evaluating attributes, enabling accurate predictions of the CS of SFRC under high temperatures in construction applications.
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