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

被引:8
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
来源
IEEE ACCESS | 2020年 / 8卷
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 50 条
  • [41] Prediction of ultimate bearing capacity of concrete filled steel tube stub columns via machine learning
    Deng, Chubing
    Xue, Xinhua
    Tao, Li
    SOFT COMPUTING, 2023, 28 (7-8) : 5953 - 5967
  • [42] Research on ultimate bearing capacity of Jinping-I Arch Dam based on impoundment period inversion
    Cheng Li
    Liu Yao-ru
    Pan Yuan-wei
    Yang Qiang
    Zhou Zhong
    Xue Li-jun
    ROCK AND SOIL MECHANICS, 2016, 37 (05) : 1388 - 1398
  • [43] Research on the ultimate bearing capacity of planar steel frame structures using ANSYS
    Hao, Jiping
    Zhang, Junfeng
    Wang, Liankun
    Zhou, Yi
    PROCEEDINGS OF THE 9TH INTERNATIONAL CONFERENCE ON STEEL, SPACE & COMPOSITE STRUCTURES, 2007, : 129 - 135
  • [44] RESEARCH ON ULTIMATE BEARING CAPACITY OF COLD-FORMED STEEL PORTAL FRAME
    Lu, Lin-Feng
    Zhou, Xu-Hong
    Zhou, Tian-Hua
    Yuan, Wei-Ning
    PROCEEDINGS OF THE TENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS I AND II, 2008, : 353 - 357
  • [45] Prediction of pile bearing capacity using a hybrid genetic algorithm-based ANN
    Momeni, E.
    Nazir, R.
    Armaghani, D. Jahed
    Maizir, H.
    MEASUREMENT, 2014, 57 : 122 - 131
  • [46] Prediction of ultimate bearing capacity of Tubular T-joint under fire using artificial neural networks
    Xu, Jixiang
    Zhao, Jincheng
    Song, Zhenseng
    Liu, Minglu
    SAFETY SCIENCE, 2012, 50 (07) : 1495 - 1501
  • [47] Prediction of Ultimate Bearing Capacity of Aggregate Pier Reinforced Clay Using Machine Learning
    Sharad Dadhich
    Jitendra Kumar Sharma
    Madhav Madhira
    International Journal of Geosynthetics and Ground Engineering, 2021, 7
  • [48] Prediction of ultimate bearing capacity of eccentrically inclined loaded strip footing by ANN: Part
    Behera, R. N.
    Patra, C. R.
    Sivakugan, N.
    Das, B. M.
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2013, 7 (02) : 165 - 172
  • [49] Prediction of Ultimate Bearing Capacity of Aggregate Pier Reinforced Clay Using Machine Learning
    Dadhich, Sharad
    Sharma, Jitendra Kumar
    Madhira, Madhav
    INTERNATIONAL JOURNAL OF GEOSYNTHETICS AND GROUND ENGINEERING, 2021, 7 (02)
  • [50] Ultimate bearing capacity prediction of shallow foundations on cohesionless soils using neurofuzzy models
    Padmini, D.
    Ilamparuthi, K.
    Sudheer, K. P.
    COMPUTERS AND GEOTECHNICS, 2008, 35 (01) : 33 - 46