利用混合建模技术对自密实混凝土强度进行敏感性预测

Q2 Engineering
Sham Hara Mohammed, Lalan Barzan Hussein, Ahmed Salih Mohammed
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引用次数: 0

摘要

由于其强度和耐久性,混凝土是世界上使用最广泛的建筑材料。混凝土需要适当的压实才能有效地发挥作用。压实过程需要熟练的工人,额外的时间和振动器,以尽量减少混凝土中的空隙,并达到必要的强度和耐久性。使用自密实混凝土(SCC)代替普通混凝土具有更高的抗压强度(CS)和耐久性。自密实混凝土显著有利于施工过程,包括降低成本和时间,最大限度地减少劳动力,提高整体性能。然而,评估抗压强度是确保SSC耐久性的关键。根据本研究的敏感性分析图表,年龄、粗骨料和粉煤灰等因素对CS有显著影响。本研究通过应用几种建模技术对123种不同混合物进行模拟,研究了这些因素对SCC的CS的影响。用于预测SCC CS的预测建模技术包括线性回归、非线性回归、多元线性回归、对数回归、纯二次回归、人工神经网络和m5p树。所得数据集的自变量为水泥(141.5-530 kg/m3)、石灰石(0-200 kg/m3)、粉煤灰(0-275 kg/m3)、细骨料(464.4-1014 kg/m3)、粗骨料(480-957 kg/m3)、水(49.53-252 kg/m3)、超级塑化剂(0.30 - 4.70%)、纤维(0-80 kg/m3)、龄期(1-56天)。CS作为本研究的因变量,其值在19.8 - 75.2 MPa之间。在已评估的模型中,人工神经网络(ANN)模型在预测抗压强度方面显示出最高的准确性,在所有评估标准中都具有优越的结果。此外,多元线性回归模型(MLR)也表现出了良好的性能。残差评估表明,与其他模型相比,人工神经网络模型提供的误差最小。本研究的发现突出了准确预测SCC CS的模型,以及对SCC CS影响最大的因素。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Sensitivity-based prediction of self-compacting concrete strength using hybrid modeling techniques

Concrete is the most extensively used construction material worldwide due to its strength and durability. Concrete requires proper compaction to perform effectively. The compaction process requires skilled workers, extra time, and vibrators to minimize voids in the concrete and achieve the necessary strength and durability. Using self-compacting concrete (SCC) instead of normal concrete results in higher compressive strength (CS) and durability. Self-compacting concrete significantly benefits the construction process, including cost and time reduction, minimized labor, and improved overall performance. However, evaluating the compressive strength is crucial to ensure the SSC’s durability. Based on a sensitivity analysis chart in this study, some factors significantly influence the CS, such as age, coarse aggregate, and fly ash. This study investigates the effect of those factors on the CS of SCC by applying several modeling techniques for 123 different mixtures. The predictive modeling techniques used to predict the CS of SCC include Linear Regression, Non-Linear Regression, Multi-Linear Regression, Logarithmic, Pure Quadratic, Artificial Neural Network, and the M5P-tree. The independent variables in the obtained dataset are Cement with its value ranging between 141.5–530 kg/m3, Limestone 0–200 kg/m3, Fly Ash 0–275 kg/m3, Fine Aggregate 464.4–1014 kg/m3, Coarse Aggregate 480–957 kg/m3, Water 49.53–252 kg/m3, Super Plasticize 0.30–4.70 %, Fiber 0–80 kg/m3, and Age 1–56 days. The value of CS, which is a dependent variable in this study, is between 19.8 and 75.2 MPa. Among the models that have been evaluated, the Artificial Neural Network (ANN) model demonstrated the highest accuracy in predicting compressive strength, with superior results across all evaluation criteria. Also, the Multi-Linear Regression model (MLR) showed a high performance. The evaluation of residual error confirmed that the ANN model provided the smallest error compared to the other models. This study's findings highlight the models that accurately predicted the CS of SCC, along with the factors that had the most tremendous impact on the CS of SCC.

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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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