Research on the Prediction Method of Ultimate Bearing Capacity of PBL Based on IAGA-BPNN Algorithm

被引:9
作者
Chen, Yixin [1 ]
Zhang, Jianye [1 ]
Liu, Yongsheng [1 ]
Zhao, Siwei [1 ]
Zhou, Shunli [1 ]
Chen, Jing [1 ]
机构
[1] Changan Univ, Minist Educ, Key Lab Rd Construct Technol & Equipment, Xian 710064, Peoples R China
关键词
Concrete; Steel; Prediction algorithms; Heuristic algorithms; Finite element analysis; Neural networks; Predictive models; Perfobond leiste; ultimate bearing capacity; IAGA-BPNN algorithm; comprehensive sensitivity analysis; prediction; SHEAR CONNECTORS; STRENGTH; STEEL; PERFORMANCE; RESISTANCE;
D O I
10.1109/ACCESS.2020.3026091
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
In order to better predict ultimate bearing capacity of perfobond leiste shear connection (PBL), the six specimens were designed for push-out test, and the prediction models were built based on an Improved Adaptive Genetic Algorithm (IAGA) and Back Propagation neural network (BPNN) algorithm. With the finite element model established, it was found that the effects of different parameters on the ultimate bearing capacity of PBL vary greatly if using a single parameter method. The calculation results showed that transverse reinforcement diameter, hole diameter of steel plate, the thickness of steel plate and the strength grade of concrete were the four key factors affecting the ultimate bearing capacity of PBL. In order to overcome the disadvantages of BPNN, such as slow convergence speed and easy to fall into local optimization, an improved adaptive genetic algorithm is used to optimize the initial weights and thresholds of BPNN. The comparison shows that the algorithm is superior to the standard genetic algorithm and other heuristic algorithms, in terms of convergence speed, global search ability and robustness. The IAGA-BPNN prediction model was established. Using the experimental data obtained from both the fatigue test and the references as samples to train the prediction model, the results show that the IAGA-BPNN algorithm proposed in this article can accurately predict the ultimate bearing capacity of PBL, with an average error of 1.69%. The comprehensive sensitivity analysis (CSA) method adopts to explore the relative contribution of each key factors and the interaction between the key factors, and the analysis results show that the ultimate bearing capacity of PBL increases significantly with the increase of the thickness of steel plate and hole diameter of steel plate. The accuracy and stability were better than formulas for calculating the ultimate bearing capacity and the BP neural network prediction algorithm.
引用
收藏
页码:179141 / 179155
页数:15
相关论文
共 35 条
[1]   Shear resistance of the perfobond-rib shear connector depending on concrete strength and rib arrangement [J].
Ahn, Jin-Hee ;
Lee, Chan-Goo ;
Won, Jeong-Hun ;
Kim, Sang-Hyo .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2010, 66 (10) :1295-1307
[2]  
Al-Darzi S. Y. K., 2007, American Journal of Applied Sciences, V4, P122, DOI 10.3844/ajassp.2007.122.127
[3]   Improved Genetic Algorithm to Optimize the Wi-Fi Indoor Positioning Based on Artificial Neural Network [J].
Cui, Xuerong ;
Yang, Jin ;
Li, Juan ;
Wu, Chunlei .
IEEE ACCESS, 2020, 8 :74914-74921
[4]   Review and comparison of methods to study the contribution of variables in artificial neural network models [J].
Gevrey, M ;
Dimopoulos, L ;
Lek, S .
ECOLOGICAL MODELLING, 2003, 160 (03) :249-264
[5]   Experimental study on perfobond strip connector in steel-concrete joints of hybrid bridges [J].
He, Shaohua ;
Fang, Zhi ;
Fang, Yawei ;
Liu, Ming ;
Liu, Liyang ;
Mosallam, Ayman S. .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2016, 118 :169-179
[6]  
[贺绍华 He Shaohua], 2015, [铁道学报, Journal of the China Railway Society], V37, P100
[7]  
[胡建华 HU Jianhua], 2006, [中国公路学报, China Journal of Highway and Transport], V19, P65
[8]  
Jiang J., 2005, FINITE ELEMENT ANAL, P47
[9]   Hysteretic performance of stubby Y-type perfobond rib shear connectors depending on transverse rebar [J].
Kim, Kun-Soo ;
Han, Oneil ;
Choi, Jonghee ;
Kim, Sang-Hyo .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 200 :64-79
[10]   Perforated shear connectors [J].
Machacek, J ;
Studnicka, J .
STEEL & COMPOSITE STRUCTURES, 2002, 2 (01) :51-66