DocumentCode :
3038304
Title :
Prediction of Concrete Strength Using Floating Centroids Method
Author :
Lin Wang ; Bo Yang ; Abraham, Ajith
Author_Institution :
Shandong Provincial Key Lab. of Network based Intell. Comput., Univ. of Jinan, Jinan, China
fYear :
2013
fDate :
13-16 Oct. 2013
Firstpage :
988
Lastpage :
992
Abstract :
Concrete is viewed as the most important cement-based composite material in the field of civil engineering. Its strength is considered the most important among its mechanical properties. Although the value of strength can be directly forecasted, the estimation of strength grade remains particularly important because concrete mortar is non-uniform, and practical preparation and curing cannot be fully simulated under laboratory conditions. In this paper, concrete strength grade was predicted by using the floating centroids method neural network classifier, which removes the fixed-centroid constraint and increases the possibility of finding an optimal neural network. Experimental results show that concrete strength prediction performance is improved by employing the floating centroids method.
Keywords :
cements (building materials); civil engineering computing; concrete; forecasting theory; mechanical engineering computing; mechanical strength; mortar; neural nets; pattern classification; cement-based composite material; civil engineering; concrete mortar; concrete strength grade prediction; concrete strength prediction performance; fixed-centroid constraint removal; floating centroids method; mechanical properties; neural network classifier; optimal neural network; strength forecasting; strength grade estimation; Accuracy; Concrete; Curing; Educational institutions; Neural networks; Training; Training data; Concrete Strength; Floating Centroids Method; Neural Network;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Systems, Man, and Cybernetics (SMC), 2013 IEEE International Conference on
Conference_Location :
Manchester
Type :
conf
DOI :
10.1109/SMC.2013.173
Filename :
6721926
Link To Document :
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