Genetic programming-based algorithms application in modeling the compressive strength of steel fiber-reinforced concrete exposed to elevated temperatures

IF 5.3 Q2 MATERIALS SCIENCE, COMPOSITES
Mohsin Ali , Li Chen , Qadir Bux Alias Imran Latif Qureshi , Deema Mohammed Alsekait , Adil Khan , Kiran Arif , Muhammad Luqman , Diaa Salama Abd Elminaam , Amir Hamza , Majid Khan
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Abstract

Steel-fiber-reinforced concrete (SFRC) has replaced traditional concrete in the construction sector, improving fracture resistance and post-cracking performance. However, extreme temperatures degrade concrete's material characteristics including stiffness and strength. The construction industry increasingly embraces machine learning (ML) to estimate concrete properties and optimize cost and time accurately. This study employs independent ML methods, gene expression programming (GEP), multi-expression programming (MEP), XGBoost, and Bayesian estimation model (BES) to predict SFRC compressive strength (CS) at high temperatures. 307 experimental data points from published studies were utilized to develop the models. The models were trained using 70 % of the dataset, with 15 % for validation and 15 % for testing. Iterative hyperparameter adjustment and trial-and-error refining achieved optimum predictions. All the models were evaluated using correlation (R) values for training, validation, and testing datasets. MEP showed slightly lower R-values of 0.923, 0.904, and 0.949 than GEP, which performed consistently with 0.963, 0.967, and 0.961. XGBoost had the greatest training R-value of 0.997 but dropped in validation (0.918) and testing (0.896). BES model exhibited commendable performance with scores of 0.986, 0.944, and 0.897. GEP and XGBoost exhibited great accuracy, with GEP sustaining constant accuracy across all datasets, highlighting its potency in predicting CS. Interpreting model predictions using SHapley Additive exPlanation (SHAP) highlighted temperature over heating rate. CS improved significantly as the steel fiber volume fraction (Vf) reached 1.5 %, plateauing thereafter. The proposed models are valid and accurate, providing designers and builders with a practical and adaptable method for estimating strength in SFRC structural applications, particularly under high-temperature conditions.
基于遗传编程算法的钢纤维加固混凝土高温抗压强度建模应用
在建筑领域,钢纤维增强混凝土(SFRC)已经取代了传统混凝土,提高了抗断裂性能和开裂后性能。然而,极端温度会降低混凝土的材料特性,包括刚度和强度。建筑行业越来越多地采用机器学习(ML)来估算混凝土特性,并准确优化成本和时间。本研究采用独立的 ML 方法、基因表达编程(GEP)、多表达编程(MEP)、XGBoost 和贝叶斯估计模型(BES)来预测 SFRC 在高温下的抗压强度(CS)。模型的开发利用了已发表研究中的 307 个实验数据点。模型使用 70% 的数据集进行训练,其中 15% 用于验证,15% 用于测试。迭代超参数调整和试错改进实现了最佳预测。所有模型都使用训练、验证和测试数据集的相关性(R)值进行评估。MEP 的 R 值分别为 0.923、0.904 和 0.949,略低于 GEP,后者的 R 值分别为 0.963、0.967 和 0.961。XGBoost 的训练 R 值最大,为 0.997,但在验证(0.918)和测试(0.896)中有所下降。BES 模型的表现值得称赞,得分分别为 0.986、0.944 和 0.897。GEP 和 XGBoost 表现出了极高的准确性,其中 GEP 在所有数据集上都保持了恒定的准确性,突出了其预测 CS 的能力。使用 SHapley Additive exPlanation(SHAP)解释模型预测结果时,温度比加热速率更重要。当钢纤维体积分数(Vf)达到 1.5 % 时,CS 得到明显改善,之后趋于平稳。所提出的模型有效且准确,为设计人员和建筑商提供了一种实用且适应性强的方法,用于估算 SFRC 结构应用中的强度,尤其是高温条件下的强度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Composites Part C Open Access
Composites Part C Open Access Engineering-Mechanical Engineering
CiteScore
8.60
自引率
2.40%
发文量
96
审稿时长
55 days
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