|
|
RESEARCH ON THE CRACK WIDTH OF PART PRESTRESSING CONCRETE SQUARE-SECTION BEAM BY BP NEURAL NETWORK |
ZHANG Yao-ting , Li Rui-ge |
College of Civil Engineering and Mechanic,HUST |
|
|
Abstract In this paper, the crack width of partly prestressing concrete square-section beam under the bending moment is explored by BP neural network. Firstly, by theoretical analyzing and testing BP neural network, the main effect factors that influence the crack width are found and other second-class effect factors are neglected. The optimized BP neural network is created, and more influential factors can be considered in the mode at the same time and the method of predit the crack width by BP Neural Network is discussed. Training and simulating with different samples show that the results are in accordance with the actual data well. It can be seen that it is feasible and precise to predict the crack width of partly prestressing forcing concrete square- section beam under the bending moment by BP neural network, and it is much better than using the calculation formula of the china's code for design of concrete structures
|
Received: 07 March 2005
|
|
|
|
|
[1] Suri K.M, Dilger W.H: Control of flexural crack width in cracked prestressed concrete members [J].ACI structural journa1,1986, 89(2):127-138.
[2]Broms B.B.Technique for inverstigation of internal cracks in re- inforced concrete members [J].ACI structural jouma1,1965,62 (1):39-44.
[3]杜拱辰,陶学康,王逸,江小林.无粘结部分预应力混凝土受 弯构件的强度和变形性能[R].北京:中国建筑科学研究院, 1989.
[4]周远棣,熊光泽.部分预应力混凝土梁的设计与研究[A].四 川省土木建筑学会第五次代表大会论文选集[C].1988.
[5]钢筋混凝土结构研究报告选集[R].北京:中国建筑工业出版 社,1981.
[6]许东.吴铮.基于MATLAB6.X的系统分析与设计——神经 网络[M].西安:西安建筑科技大学出版社,2002.
[7]GB50010—2002.混凝土结构设计规范[S].
|
|
|
|