Shear strength estimation of the concrete beams reinforced with FRP; comparison of artificial neural network and equations of regulations
In recent years, numerous experimental tests were done on the concrete beams reinforced with the fiber-reinforced polymer (FRP). In this way, some equations were proposed to estimate the shear strength of the beams reinforced with FRP. The aim of this study is to explore the feasibility of using a f...
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Iranian Society of Structrual Engineering (ISSE)
2017
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oai:doaj.org-article:a223a2c7865b4339b8ac86ba6108b3a72021-11-08T15:46:54ZShear strength estimation of the concrete beams reinforced with FRP; comparison of artificial neural network and equations of regulations2476-39772538-261610.22065/jsce.2017.80891.1141https://doaj.org/article/a223a2c7865b4339b8ac86ba6108b3a72017-12-01T00:00:00Zhttps://www.jsce.ir/article_46011_8734b9b6df26cf55dd2c339fc58ae399.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616In recent years, numerous experimental tests were done on the concrete beams reinforced with the fiber-reinforced polymer (FRP). In this way, some equations were proposed to estimate the shear strength of the beams reinforced with FRP. The aim of this study is to explore the feasibility of using a feed-forward artificial neural network (ANN) model to predict the ultimate shear strength of the beams strengthened with FRP composites. For this purpose, a database consists of 304 reinforced FRP concrete beams have been collected from the available articles on the analysis of shear behavior of these beams. The inputs to the ANN model consists of the 11 variables including the geometric dimensions of the section, steel reinforcement amount, FRP amount and the properties of the concrete, steel reinforcement and FRP materials while the output variable is the shear strength of the FRP beam. To assess the performance of the ANN model for estimating the shear strength of the reinforced beams, the outputs of the ANN are compared to those of equations of the Iranian code (Publication No. 345) and the American code (ACI 440). The comparisons between the outputs of Iran and American regulations with those of the proposed model indicates that the predictive power of this model is much better than the experimental codes. Specifically, for under study data, mean absolute relative error (MARE) criteria is 13%, 34% and 39% for the ANN model, the American and the Iranian codes, respectively.Mahmood AkbariVahid Jafari DeliganiHamid NezaminiaIranian Society of Structrual Engineering (ISSE)articleconcrete beamfiber reinforced compositeshear strengthartificial neural networkpublication no. 345aci 440Bridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 4, Iss 4, Pp 79-97 (2017) |
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concrete beam fiber reinforced composite shear strength artificial neural network publication no. 345 aci 440 Bridge engineering TG1-470 Building construction TH1-9745 |
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concrete beam fiber reinforced composite shear strength artificial neural network publication no. 345 aci 440 Bridge engineering TG1-470 Building construction TH1-9745 Mahmood Akbari Vahid Jafari Deligani Hamid Nezaminia Shear strength estimation of the concrete beams reinforced with FRP; comparison of artificial neural network and equations of regulations |
description |
In recent years, numerous experimental tests were done on the concrete beams reinforced with the fiber-reinforced polymer (FRP). In this way, some equations were proposed to estimate the shear strength of the beams reinforced with FRP. The aim of this study is to explore the feasibility of using a feed-forward artificial neural network (ANN) model to predict the ultimate shear strength of the beams strengthened with FRP composites. For this purpose, a database consists of 304 reinforced FRP concrete beams have been collected from the available articles on the analysis of shear behavior of these beams. The inputs to the ANN model consists of the 11 variables including the geometric dimensions of the section, steel reinforcement amount, FRP amount and the properties of the concrete, steel reinforcement and FRP materials while the output variable is the shear strength of the FRP beam. To assess the performance of the ANN model for estimating the shear strength of the reinforced beams, the outputs of the ANN are compared to those of equations of the Iranian code (Publication No. 345) and the American code (ACI 440). The comparisons between the outputs of Iran and American regulations with those of the proposed model indicates that the predictive power of this model is much better than the experimental codes. Specifically, for under study data, mean absolute relative error (MARE) criteria is 13%, 34% and 39% for the ANN model, the American and the Iranian codes, respectively. |
format |
article |
author |
Mahmood Akbari Vahid Jafari Deligani Hamid Nezaminia |
author_facet |
Mahmood Akbari Vahid Jafari Deligani Hamid Nezaminia |
author_sort |
Mahmood Akbari |
title |
Shear strength estimation of the concrete beams reinforced with FRP; comparison of artificial neural network and equations of regulations |
title_short |
Shear strength estimation of the concrete beams reinforced with FRP; comparison of artificial neural network and equations of regulations |
title_full |
Shear strength estimation of the concrete beams reinforced with FRP; comparison of artificial neural network and equations of regulations |
title_fullStr |
Shear strength estimation of the concrete beams reinforced with FRP; comparison of artificial neural network and equations of regulations |
title_full_unstemmed |
Shear strength estimation of the concrete beams reinforced with FRP; comparison of artificial neural network and equations of regulations |
title_sort |
shear strength estimation of the concrete beams reinforced with frp; comparison of artificial neural network and equations of regulations |
publisher |
Iranian Society of Structrual Engineering (ISSE) |
publishDate |
2017 |
url |
https://doaj.org/article/a223a2c7865b4339b8ac86ba6108b3a7 |
work_keys_str_mv |
AT mahmoodakbari shearstrengthestimationoftheconcretebeamsreinforcedwithfrpcomparisonofartificialneuralnetworkandequationsofregulations AT vahidjafarideligani shearstrengthestimationoftheconcretebeamsreinforcedwithfrpcomparisonofartificialneuralnetworkandequationsofregulations AT hamidnezaminia shearstrengthestimationoftheconcretebeamsreinforcedwithfrpcomparisonofartificialneuralnetworkandequationsofregulations |
_version_ |
1718441691749285888 |