Predictive analytics for fresh concrete rheological characteristics using artificial intelligence approaches

被引:2
作者
Moradkhani, M. A. [1 ]
Hosseini, S. H. [1 ]
Ahmadi, M. M. [2 ]
机构
[1] Ilam Univ, Dept Chem Engn, Ilam 69315516, Iran
[2] Ilam Univ, Dept Civil Engn, Ilam 69315516, Iran
关键词
Fresh concrete; Rheological characteristics; Yield stress; Plastic viscosity; Artificial intelligence; COMPRESSIVE STRENGTH PREDICTION; MINIMUM SPOUTING VELOCITY; ARCH ACTION CAPACITY; CEMENT; MODEL; FLOW; THIXOTROPY; BEHAVIOR; NETWORK; CO2;
D O I
10.1016/j.mtcomm.2024.110434
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Acquiring precise knowledge of the rheological characteristics of fresh concrete is particularly important for ensuring its pumpability and flowability. The present study aims to design reliable predictive tools for the yield stress (YS) and plastic viscosity of fresh concrete, modeled as a Bingham fluid. Artificial intelligence (AI) approaches, including Gaussian process regression (GPR), multilayer perceptron neural network (MLP-NN), and radial basis function neural network (RBF-NN), are utilized to achieve this goal. The proposed models are validated using 142 experimental data gathered from the literature. The analyzed data enveloped YS and PV of fresh concrete in extensive ranges of time after mixing and the contents of various constituents, including water, cement, sand, aggregates of various sizes and additives. According to statistical investigations, all AI-based models present satisfactory outcomes for both rheological factors analyzed. However, the most trustworthy results are obtained by the RBF-NN based model, with average absolute relative error (AARE) of 8.84 % and 7.65 % for YS and PV, respectively, in the testing (validation) data. Furthermore, these models accurately estimate the rheological characteristics of fresh concrete within most operational ranges, with relative errors less than 10 %. An analysis based on the William's plot confirms the high credibility of both the experimental data and the models for YS and PV. Ultimately, the order of significance of operating parameters in controlling the rheological properties of fresh concrete is identified through a sensitivity analysis.
引用
收藏
页数:13
相关论文
共 104 条
[91]   The Nature-Inspired Metaheuristic Method for Predicting the Creep Strain of Green Concrete Containing Ground Granulated Blast Furnace Slag [J].
Sadowski, Lukasz ;
Nikoo, Mehdi ;
Shariq, Mohd ;
Joker, Ebrahim ;
Czarnecki, Slawomir .
MATERIALS, 2019, 12 (02)
[92]   Pull-off adhesion prediction of variable thick overlay to the substrate [J].
Sadowski, Lukasz ;
Hola, Jerzy ;
Czarnecki, Slawomir ;
Wang, Dianhui .
AUTOMATION IN CONSTRUCTION, 2018, 85 :10-23
[93]   Predictive modeling of oil and water saturation during secondary recovery with supervised learning [J].
Sulaiman, Muhammad ;
Khan, Naveed Ahmad .
PHYSICS OF FLUIDS, 2023, 35 (06)
[94]   Prediction of interface yield stress and plastic viscosity of fresh concrete using a hybrid machine learning approach [J].
The-Duong Nguyen ;
Thu-Hien Tran ;
Nhat-Duc Hoang .
ADVANCED ENGINEERING INFORMATICS, 2020, 44
[95]   Effect of polycarboxylate superplasticizers on large amounts of fly ash cements [J].
Toledano-Prados, Mar ;
Lorenzo-Pesqueira, Miriam ;
Gonzalez-Fonteboa, Belen ;
Seara-Paz, Sindy .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 48 :628-635
[96]   Rheology as a tool in concrete science: The use of rheographs and workability boxes [J].
Wallevik, Olafur Haraldsson ;
Wallevik, Jon Elvar .
CEMENT AND CONCRETE RESEARCH, 2011, 41 (12) :1279-1288
[97]   The flow of pseudoplastic materials [J].
Williamson, RV .
INDUSTRIAL AND ENGINEERING CHEMISTRY, 1929, 21 :1108-1111
[98]   Applicability of rheological models to high-performance grouts containing supplementary cementitious materials and viscosity enhancing admixture [J].
Yahia, A ;
Khayat, KH .
MATERIALS AND STRUCTURES, 2003, 36 (260) :402-412
[99]   Analytical models for estimating yield stress of high-performance pseudoplastic grout [J].
Yahia, A ;
Khayat, KH .
CEMENT AND CONCRETE RESEARCH, 2001, 31 (05) :731-738
[100]   Flow behaviour of high strength high-performance concrete [J].
Yen, T ;
Tang, CW ;
Chang, CS ;
Chen, KH .
CEMENT & CONCRETE COMPOSITES, 1999, 21 (5-6) :413-424