Artificial neural network for the prediction of the steel-concrete bond behaviour

被引:16
|
作者
Makni, Moncef [1 ,2 ]
Daoud, Atef [1 ,3 ]
Karray, Mohamed Ali [1 ]
Lorrain, Michel [4 ,5 ]
机构
[1] Univ Tunis El MANAR, Lab Genie Civil, Tunis, Tunisia
[2] Inst Super Etud Technol Sfax, Sfax, Tunisia
[3] Univ Gabes, ENIG, Gabes, Tunisia
[4] Univ Toulouse, INSA, Toulouse, France
[5] Univ Pau & Pays Adour, SIAME, Pau, France
关键词
bond; modelling; artificial neural network; compressive strength; relative rib area; cover; SELF-COMPACTING CONCRETE; COMPRESSIVE STRENGTH; DEFORMED BARS; PULL-OUT; REINFORCED-CONCRETE; DEVELOPMENT LENGTH; CONFINED CONCRETE; LOCAL BOND; TESTS; FIBER;
D O I
10.1080/19648189.2014.909745
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper aimed to show possible applicability of artificial neural networks (ANN) to predict the performance of the bond between reinforcement and concrete. An ANN model is constructed, trained and tested using the available test data of 117 different pull-out cylindrical concrete specimens with an embedded reinforcing bar. The data used in ANN model are arranged in a format of four input parameters that cover the concrete compressive strength, cover thickness, embedment length and related rib area. The ANN model, which performs in Matlab software, predicts the bond strength of anchoring capacity of the reinforcement in the concrete. The results showed that ANNs have strong potential as a feasible tool for predicting bond strength. Comparisons with empirical formula and experimental results of several different researchers show an acceptable accuracy of the proposed ANN model.
引用
收藏
页码:862 / 881
页数:20
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