Predictive modelling of fibre-reinforced geopolymer concrete strength using ensemble learning techniques

Q2 Engineering
Debidatta Behuria,  Debasree, Nihar Ranjan Mohanta, Tapas Mohanty, Trilochan Sahu
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引用次数: 0

Abstract

Fibre reinforcement in GPC significantly contributes to its ability to resist deformation and inhibit the propagation of cracks during tensile and flexural loading conditions. However, how the compressive strengths of fibre-reinforced geopolymer concrete (FRGPC), with steel hook fibres, can be predicted has been difficult due to the intricate relationship of the various components of the concrete mix that require adequate consideration during the process. Although artificial intelligence/machine learning (ML) has been indicated by various researchers as an alternative in modelling geopolymer concrete data, its use in FRGPC data has been on the periphery of research-based data due to the intricate mechanisms of concrete formation. In this study, an attempt has been made to produce an optimal data set using the Taguchi orthogonal array. In this regard, the proposed framework has produced a data set with 110 data points, covering all the necessary input parameters consisting of 16 input variables with varying percentages of GGBS and fly ash in the concrete mix. Considering the above results obtained with the Taguchi approach, an implementation of Linear Regression (LR), Decision Tree (DT), and Random Forest (RF) models was carried out with regards to compressive strength predictions. To evaluate the accuracy of the models, a set of statistical measures were used, including mean absolute error, mean squared error, root mean square error, mean absolute percentage error, and coefficient of determination, with k-fold cross-validation used in the models to avoid overfitting. Based on the results, a high predictive efficiency was recorded regarding all models used, while the Random Forest algorithm recorded higher accuracy with an R² of 0.906 and an RMSE of 3.822. The most important variables that affect compressive strength were identified in the sensitivity analysis as age of the specimens, alkaline solution to GGBS mass ratio, and dosage of sodium hydroxide. Equally important was the finding that Taguchi and ML were an efficient framework in the prediction of FRGPC compressive strengths.

使用集合学习技术的纤维增强地聚合物混凝土强度预测模型
在拉伸和弯曲加载条件下,纤维增强对GPC的抗变形和抑制裂纹扩展的能力有重要贡献。然而,如何预测带有钢钩纤维的纤维增强地聚合物混凝土(FRGPC)的抗压强度一直很困难,因为混凝土混合料的各种成分之间存在复杂的关系,在此过程中需要充分考虑。尽管人工智能/机器学习(ML)已被各种研究人员指出是建模地聚合物混凝土数据的替代方法,但由于混凝土形成的复杂机制,其在FRGPC数据中的应用一直处于基于研究的数据的边缘。在本研究中,我们尝试使用田口正交阵列来产生最优的数据集。在这方面,拟议的框架产生了一个包含110个数点的数据集,涵盖了所有必要的输入参数,由16个输入变量组成,这些输入变量在混凝土配合比中GGBS和粉煤灰的百分比不同。考虑到使用田口方法获得的上述结果,在抗压强度预测方面进行了线性回归(LR),决策树(DT)和随机森林(RF)模型的实现。为了评估模型的准确性,使用了一组统计度量,包括平均绝对误差、均方误差、均方根误差、平均绝对百分比误差和决定系数,并在模型中使用k倍交叉验证以避免过拟合。结果表明,所有模型的预测效率均较高,随机森林算法的预测准确率为0.906,RMSE为3.822。在敏感性分析中确定了影响抗压强度的最重要变量是试样的年龄、碱性溶液与GGBS的质量比和氢氧化钠的用量。同样重要的是发现田口和ML是预测FRGPC抗压强度的有效框架。
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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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