Predictive control using a hybrid data-based artificial neural network model: a case study on the construction of massive concrete structures

被引:4
作者
Liu, Hangjun [1 ]
Yang, Song [1 ]
He, Yuantao [2 ,3 ]
Zhang, Mingyang [2 ]
Zhao, Guojun [1 ]
Cao, Zhensheng [1 ]
Ruan, Xin [2 ,4 ]
机构
[1] China Power Construct Rd & Bridge Grp Co Ltd, Beijing, Peoples R China
[2] Tongji Univ, Dept Bridge Engn, 1239 Siping Rd, Shanghai 200092, Peoples R China
[3] CCCC Highway Consultants Co Ltd, Beijing, Peoples R China
[4] Tongji Univ, Minist Educ, Key Lab Performance Evolut & Control Engn Struct, Shanghai, Peoples R China
关键词
Massive concrete; hybrid data; bridge anchorage foundation; predictive control; temperature control; artificial neural network; finite element method; pipe cooling; PROBABILISTIC ANALYSIS; TEMPERATURE-FIELD; THERMAL-ANALYSIS; ELEMENT METHOD; SIMULATION;
D O I
10.1080/15732479.2022.2030368
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Traditionally, temperature control for massive concrete structures during the construction phase is based on experience instead of using advanced methods such as predictive control method. In this paper, a predictive control method with a hybrid data-based artificial neural network (ANN) model is proposed. The main parameters of the numerical model are identified based on the data measured from the site. Since the limitation of the measured data, a rich dataset is generated by the numerical model with the identified parameters. Finally, a hybrid data-based ANN model for predicting the temperature indicator of massive concrete is developed. A case study in which the temperature control of concrete in a real bridge anchorage foundation construction in Southwestern China is conducted. Results show that the maximum temperature of concrete can be controlled around the target temperature by the proposed method. The average temperature decline rate decreases from 0.19 degrees C/h to 0.14 degrees C/h in the period of 120 h (i.e., from 60 h to 180 h after the concrete pouring) at a sudden decrease of 8 degrees C in environmental temperature, thereby enabling a significant reduction in the risk of concrete cracking.
引用
收藏
页码:1391 / 1406
页数:16
相关论文
共 39 条
[1]   Dataset and benchmark for detecting moving objects in construction sites [J].
An Xuehui ;
Zhou Li ;
Liu Zuguang ;
Wang Chengzhi ;
Li Pengfei ;
Li Zhiwei .
AUTOMATION IN CONSTRUCTION, 2021, 122 (122)
[2]  
[Anonymous], 2009, 504962009 GB
[3]   FEA model for the simulation of the hydration process and temperature evolution during the concreting of an arch dam [J].
Castilho, Eloisa ;
Schclar, Noemi ;
Tiago, Carlos ;
Luisa Braga Farinha, M. .
ENGINEERING STRUCTURES, 2018, 174 :165-177
[4]   Analytical solution for temperature field of nonmetal cooling pipe embedded in mass concrete [J].
Chen, Guorong ;
Ding, Xiaofei ;
Cai, Mingxuan ;
Qiao, Wenzheng .
APPLIED THERMAL ENGINEERING, 2019, 158
[5]   Simulation and feedback analysis of the temperature field in massive concrete structures containing cooling pipes [J].
Ding, Jianxin ;
Chen, Shenghong .
APPLIED THERMAL ENGINEERING, 2013, 61 (02) :554-562
[6]  
Ding K, 2018, IEEE INT C NETW SENS
[7]   Methodology for a probabilistic analysis of an RCC gravity dam construction. Modelling of temperature, hydration degree and ageing degree fields [J].
Gaspar, A. ;
Lopez-Caballero, F. ;
Modaressi-Farahmand-Razavi, A. ;
Gomes-Correia, A. .
ENGINEERING STRUCTURES, 2014, 65 :99-110
[8]   Probabilistic failure analysis, performance assessment, and sensitivity analysis of corroded reinforced concrete structures [J].
Guo, Hongyuan ;
Dong, You ;
Bastidas-Arteaga, Emilio ;
Gu, Xiang-Lin .
ENGINEERING FAILURE ANALYSIS, 2021, 124
[9]  
Haykin S., 1999, Neural Netw, V2nd
[10]   Predicting Compressive Strength of Concrete Containing Recycled Aggregate Using Modified ANN with Different Optimization Algorithms [J].
Kandiri, Amirreza ;
Sartipi, Farid ;
Kioumarsi, Mahdi .
APPLIED SCIENCES-BASEL, 2021, 11 (02) :1-19