Optimum Prediction of the Transfer Length of Strands Based on Artificial Neural Networks

被引:4
作者
Alhassan, Mohammad A. [1 ,2 ]
Ababneh, Ayman N. [2 ]
Betoush, Nour A. [3 ]
机构
[1] Ain Univ, Civil Engn Program, Al Ain, U Arab Emirates
[2] Jordan Univ Sci & Technol, Dept Civil Engn, Irbid, Jordan
[3] Jordan Univ Sci & Technol, Dept Civil Engn, Irbid, Jordan
来源
1ST INTERNATIONAL CONFERENCE ON OPTIMIZATION-DRIVEN ARCHITECTURAL DESIGN (OPTARCH 2019) | 2020年 / 44卷
关键词
Transfer Length; Prestressing; Artificial Neural Networks; CONCRETE;
D O I
10.1016/j.promfg.2020.02.263
中图分类号
TP3 [计算技术、计算机技术];
学科分类号
0812 ;
摘要
As the effectiveness of prestressing is crucially linked to the transfer length (TL) of the strands, this study used Artificial Neural Network (ANN) technique for optimal prediction of TL based on more than 458 data points collected from various literature works. The ANN technique allowed for investigating the effect of various key parameters classified into major categories including: strand characteristics, concrete properties, geometric details, and manufacturing method. The MATLAB software was utilized to build, train, and test the ANN using 19 input variables and one targeted output. The proposed ANN showed high prediction capability with a low mean square error. The sensitivity analysis of the TL gave a good indication regarding the significance of the parameters influencing the TL determination. Mathematical expression was developed considering the most significant parameters according to the ANN results and sensitivity analysis. (C) 2020 The Authors. Published by Elsevier B.V.
引用
收藏
页码:505 / 512
页数:8
相关论文
共 23 条
[1]  
Adeli H., 1989, Microcomputers in Civil Engineering, V4, P247
[2]  
American Association of State Highway and Transportation, LFRD BRIDG DES SPEC
[3]  
American Concrete Institute, 3142014 ACI
[4]  
[Anonymous], 1995, No. FHWA/TX97/5802
[5]  
Bishop C.M., 1995, Neural networks for pattern recognition
[6]  
COUSINS TE, 1990, ACI MATER J, V87, P193
[7]  
Dang CN, 2016, ACI STRUCT J, V113, P85
[8]   Analysis of bond stress distribution for prestressing strand by Standard Test for Strand Bond [J].
Dang, Canh N. ;
Murray, Cameron D. ;
Floyd, Royce W. ;
Hale, W. Micah ;
Marti-Vargas, J. R. .
ENGINEERING STRUCTURES, 2014, 72 :152-159
[9]  
Kelly P.J., 2006, THESIS U GEORGIA I T
[10]   Experimental Evaluation of Transfer Length in Pretensioned Concrete Beams Using 2,400-MPa Prestressed Strands [J].
Kim, Jin Kook ;
Yang, Jun Mo ;
Yim, Hong Jae .
JOURNAL OF STRUCTURAL ENGINEERING, 2016, 142 (11)