Predicting behavior of FRP-confined concrete using neuro fuzzy, neural network, multivariate adaptive regression splines and M5 model tree techniques

被引:106
|
作者
Mansouri, Iman [1 ]
Ozbakkaloglu, Togay [2 ]
Kisi, Ozgur [3 ]
Xie, Tianyu [2 ]
机构
[1] Birjand Univ Technol, Dept Civil Engn, POB 97175-569, Birjand, Iran
[2] Univ Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, Australia
[3] Canik Basari Univ, Dept Civil Engn, Samsun, Turkey
关键词
Neuro fuzzy; Neural network; Multivariate adaptive regression splines; M5 model tree; Fiber-reinforced polymer (FRP); Confined concrete; STRESS-STRAIN MODEL; UNIFIED STRENGTH MODEL; FAILURE CRITERION; DESIGN EQUATIONS; SHEAR-STRENGTH; CYLINDERS; COLUMNS; ENHANCEMENT; MEMBERS; FORMULATION;
D O I
10.1617/s11527-015-0790-4
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper studies the ability of artificial neural network (ANN), adaptive neuro fuzzy inference system (ANFIS), multivariate adaptive regression splines (MARS) and M5 Model Tree (M5Tree) techniques to predict ultimate conditions of fiber-reinforced polymer (FRP)-confined concrete. A large experimental test database that consists of over 1000 axial compression tests results of FRP-confined concrete specimens assembled from the published literature was used to train, test, and validate the models. The modeling results show that the ANN, ANFIS, MARS and M5Tree models fit well with the experimental test data. The M5Tree model performs better than the remaining models in predicting the hoop strain reduction factor and strength enhancement ratio, whereas the ANN model provided the most accurate estimates of the strain enhancement ratio. Performances of the proposed models are also compared with those of the existing conventional and evolutionary algorithm models, which indicate that the proposed ANN, ANFIS, MARS and M5Tree models exhibit improved accuracy over the existing models. The predictions of each proposed model are subsequently used to establish the interdependence of critical parameters and their influence on the behavior of FRP-confined concrete, which are discussed in the paper.
引用
收藏
页码:4319 / 4334
页数:16
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