Moradi, Ehsan, Naderpour, Hosein, Kheyroddin, Ali. (1396). An Artificial Neural Network Model for Estimating the Shear Contribution of RC Beams Strengthened by Externally Bonded FRP. هنرهای کاربردی, 6(1), 88-103. doi: 10.22075/jrce.2018.376.1072
Ehsan Moradi; Hosein Naderpour; Ali Kheyroddin. "An Artificial Neural Network Model for Estimating the Shear Contribution of RC Beams Strengthened by Externally Bonded FRP". هنرهای کاربردی, 6, 1, 1396, 88-103. doi: 10.22075/jrce.2018.376.1072
Moradi, Ehsan, Naderpour, Hosein, Kheyroddin, Ali. (1396). 'An Artificial Neural Network Model for Estimating the Shear Contribution of RC Beams Strengthened by Externally Bonded FRP', هنرهای کاربردی, 6(1), pp. 88-103. doi: 10.22075/jrce.2018.376.1072
Moradi, Ehsan, Naderpour, Hosein, Kheyroddin, Ali. An Artificial Neural Network Model for Estimating the Shear Contribution of RC Beams Strengthened by Externally Bonded FRP. هنرهای کاربردی, 1396; 6(1): 88-103. doi: 10.22075/jrce.2018.376.1072

An Artificial Neural Network Model for Estimating the Shear Contribution of RC Beams Strengthened by Externally Bonded FRP

Journal of Rehabilitation in Civil Engineering
مقاله 8، دوره 6، شماره 1 - شماره پیاپی 11، اردیبهشت 2018، صفحه 88-103    اصل مقاله (1.24 M)
نوع مقاله: Regular Paper
شناسه دیجیتال (DOI): 10.22075/jrce.2018.376.1072
نویسندگان
Ehsan Moradi1؛ Hosein Naderpour* 2؛ Ali Kheyroddin3
1M.Sc. Student, Faculty of Civil Engineering, Semnan University, Semnan, Iran
2Associate Professor, Faculty of Civil Engineering, Semnan University, Semnan, Iran
3Professor, Faculty of Civil Engineering, Semnan University, Semnan, Iran
چکیده
This paper provides an artificial neural network model for predicting the shear contribution of FRP in reinforced concrete (RC) beams strengthened in shear with externally bonded FRP. Although there are some models and equations for estimating the contribution of FRP, these models, in some cases, have a significant error in the calculation of FRP contribution. One of the reasons for these errors is neglecting the effect of shear span (a) to the effective depth of beam (d) ratio in FRP performance. In this model, mechanical and dimensional properties of RC beams strengthened and strengthening materials, and also the shear span to the effective depth of beam ratio (a/d) are taken as input parameters, and the shear contribution of FRP is the target of the network. After a comprehensive review in existing literature, 96 strengthened RC beams which all of them have FRP rupture failure mode were selected which 92 of them were used for training, validation and testing the network and four of them were used for controlling the generalization of the network. Finally, the outputs of the model have compared with ACI 440.2R, fib 14 and CIDAR guidelines, and the result indicated that the ANN model is more accurate than the existing guideline equations based on experimental result.
کلیدواژه‌ها
RC Beams؛ Shear؛ FRP Bond؛ ANN
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