Application of Machine Learning in Prediction of Shear Capacity of Headed Steel Studs in Steel–Concrete Composite Structures

被引:0
作者
Cigdem Avci-Karatas
机构
[1] Yalova University,Department of Transportation Engineering, Faculty of Engineering
来源
International Journal of Steel Structures | 2022年 / 22卷
关键词
Headed stud; Steel–concrete composite structure; Shear strength; Minimax probability machine regression; Extreme machine learning; Statistical modeling technique;
D O I
暂无
中图分类号
学科分类号
摘要
Headed studs are generally utilized as shear connectors at the interface between steel and concrete in composite structures primarily to transfer longitudinal shear force. This paper presents regression methodologies to predict the shear capacity of headed steel studs by using the concepts of minimax probability machine regression (MPMR) and extreme machine learning (EML). MPMR is carried out based on a minimax probability machine classification. EML is an updated version of a single hidden layer feedforward network. From the experimental data presented in extensive literature, key input parameters influencing the shear capacity have been identified and consolidated. The identified parameters include (i) steel stud shank diameter, (ii) compressive strength of concrete, and (iii) tensile strength of headed steel stud. After careful examination of the data and their limits, about 70–75% of the mixed dataset comprising the range of the values has been used for developing MPMR and EML-based models. The input data has been normalized based on the limits of individual parameters. The remaining data has been utilized for verification of the developed models. It is observed that the predicted shear strength capacity is comparable with the experimental observations. Further, the efficacy of the models has been evaluated through several statistical parameters, namely; root mean square error, mean absolute error, the coefficient of efficiency, root mean square error to observation’s standard deviation ratio, normalized mean bias error, performance index, and variance account factor. It is found that the R2\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$${R}^{2}$$\end{document} value is 0.9913 and 0.9479, respectively, for the models developed based on the concepts of MPMR and EML, indicating that the predicted value is closer to the experimental data.
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页码:539 / 556
页数:17
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  • [1] Akbas B(2011)Estimation of seismic-induced demands on column splices with a neural network model Applied Soft Computing 11 4820-4829
  • [2] Shen J(2019)Determination of shear strength of steel fiber RC beams: Application of data-intelligence models Frontiers of Structural and Civil Engineering 13 667-673
  • [3] Sabol TA(2002)Large shear studs for composite action in steel bridge girders Journal of Bridge Engineering 7 195-203
  • [4] Al-Musawi AA(2012)An experimental study on channel type shear connectors Journal of Constructional Steel Research 74 108-117
  • [5] Badie SS(2020)Application of extreme learning machine in behavior of beam to column connections Structures 25 861-867
  • [6] Tadros MK(2019)Behavior of an advanced bolted shear connector in prefabricated steel-concrete composite beams Materials (basel) 12 2958-70
  • [7] Kakish HF(2014)Stress transfer mechanism investigation in hybrid steel trussed–concrete beams by push-out tests Journal of Constructional Steel Research 95 56-1174
  • [8] Splittgerber DL(2007)Capacities of headed stud shear connectors in composite steel beams with precast hollowcore slabs Journal of Constructional Steel Research 63 1160-92
  • [9] Baishya MC(2019)A comparison of machine learning methods for predicting the compressive strength of field-placed concrete Construction and Building Materials 228 86-694
  • [10] Baran E(2012)Fatigue performance and stiffness variation of stud connectors in steel-concrete-steel sandwich systems Journal of Constructional Steel Research 70 682-21