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Volume 53 Issue 11
Nov.  2023
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Article Contents
DI Chunfeng. An Ensemble Learning Prediction Method for Shear Strength of Steel Fiber Reinforced Concrete Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 139-144. doi: 10.13204/j.gyjzG21112303
Citation: DI Chunfeng. An Ensemble Learning Prediction Method for Shear Strength of Steel Fiber Reinforced Concrete Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 139-144. doi: 10.13204/j.gyjzG21112303

An Ensemble Learning Prediction Method for Shear Strength of Steel Fiber Reinforced Concrete Beams

doi: 10.13204/j.gyjzG21112303
  • Received Date: 2021-11-23
  • Traditional empirical methods to predict the shear strength of steel fiber reinforced concrete (SFRC) beams are based on limited data and difficult to deal with strong nonlinear problems, so it is difficult to predict the shear strength effectively and quickly. A shear strength prediction method of SFRC beams based on ensemble learning was developed. The data included 330 groups of beams from literature. The input parameters included the effective size of the beam, longitudinal reinforcement ratio, concrete compressive strength, aggregate size, shear-span ratio, steel fiber factor and tensile strength of fibers. Firstly, the thermodynamic diagram and correlation coefficient of the data set were analyzed, and it was found that there was almost no redundancy between the input parameters, which could be used as effective input parameters for modeling, and the linear relations between the input and output parameters was obtained; then the data set was divided into test set and training set for different ensemble learning models to calculate and record the running process; finally, the results were compared with traditional regression methods. The results showed that the accuracy of the GradientBoost algorithm in predicting the shear strength in the ensemble learning was the highest, reaching 0.950, which was higher than the average accuracy of the traditional regression method. It proved that the method could be used to predict the shear strength of SFRC.
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  • [1]
    SHATNAWI A, ALKASSAR H M, AL-ABDALY N M, et al. Shear strength prediction of slender steel fiber reinforced concrete beams using a gradient boosting regression tree method[J]. Buildings, 2022, 12(5):550-550.
    [2]
    LEE S, LEE C. Prediction of shear strength of FRP-reinforced concrete flexural members without stirrups using artificial neural networks[J]. Engineering Structures, 2014, 61:99-112.
    [3]
    WANG Q, SONG H L, LU C L,et al. Shear performance of reinforced ultra-high performance concrete rectangular section beams[J]. Structures, 2020, 27:1184-1194.
    [4]
    NADERPOUR H, ALAVI S A. A proposed model to estimate shear contribution of FRP in strengthened RC beams in terms of Adaptive Neuro-Fuzzy Inference System[J]. Composite Structures, 2017, 170:215-227.
    [5]
    CAMPIONE G, CANNELLA F, CAVALERI L. Shear and flexural strength prediction of corroded R.C. beams[J]. Construction and Building Materials, 2017, 149:395-405.
    [6]
    CAMPIONE G, CANNELLA F. Engineering failure analysis of corroded R.C. beams in flexure and shear[J]. Engineering Failure Analysis, 2018, 86:100-114.
    [7]
    鲍跃全,李惠.人工智能时代的土木工程[J].土木工程学报, 2019, 52(5):1-11.
    [8]
    ÇEVIK A, KURTOĞLU A E, BILGEHAN M, et al. Support vector machines in structural engineering:a review[J]. Journal of Civil Engineering and Management, 2015, 21:261-281.
    [9]
    BASHIR R, ASHOUR A. Neural network modelling for shear strength of concrete members reinforced with FRP bars[J]. Composites Part B:Engineering, 2012, 43:3198-3207.
    [10]
    JALAL M, RAMEZANIANPOUR A A. Strength enhancement modeling of concrete cylinders confined with CFRP composites using artificial neural networks[J]. Composites Part B:Engineering, 2012, 43:2990-3000.
    [11]
    YASEEN Z M, TRAN M T, KIM S, et al. Shear strength prediction of steel fiber reinforced concrete beam using hybrid intelligence models:a new approach[J]. Engineering Structures, 2018, 177:244-255.
    [12]
    ZHAO J, NGUYEN H, NGUYEN-THOI T, et al. Improved Levenberg-Marquardt backpropagation neural network by particle swarm and whale optimization algorithms to predict the deflection of RC beams[EB/OL]. Engineering with Computers, 2021[2023-10-20]. https://link.springer.com/article/10.1007/s00366-020-01267-6.
    [13]
    CHEN H, DENG T, DU T, et al. An RF and LSSVM-NSGA-II method for the multi-objective optimization of high-performance concrete durability[EB/OL]. Cement and Concrete Composites, 2022[2023-10-20]. https://www.sciencedirect.com/science/article/abs/pii/S0958946522000427.
    [14]
    CHEN N, ZHAO S, GAO Z,et al. Virtual mix design:Prediction of compressive strength of concrete with industrial wastes using deep data augmentation[EB/OL]. Construction and Building Materials, 2022[2023-10-20]. https://www.sciencedirect.com/science/article/abs/pii/S0950061822002720.
    [15]
    GONG H, SUN Y, DONG Y, et al. An efficient and robust method for predicting asphalt concrete dynamic modulus[J]. International Journal of Pavement Engineering, 2022, 23(8):2565-2576.
    [16]
    胡旭东,张起森,范勇军.HMA动态模量Witczak和Hirsch预测模型[J].中外公路, 2003, 26(6):204-207.
    [17]
    HUANG H, BURTON H. Classification of in-plane failure modes for reinforced concrete frames with infills using machine learning[EB/OL]. Journal of Building Engineering, 2019[2023-10-20]. https://www.sciencedirect.com/science/article/abs/pii/S2352710218313652.
    [18]
    ASTERIS P G, SKENTOU A D, BARDHAN A, et al. Predicting concrete compressive strength using hybrid ensembling of surrogate machine learning models[EB/OL]. Cement and Concrete Research, 2021[2023-10-20]. https://www.sciencedirect.com/science/article/abs/pii/S0008884621000983.
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