Predicting Rapid Chloride Permeability of Self-Consolidating Concrete: A Comparative Study on Statistical and Neural Network Models
Document Type
Article
Publication Date
7-2013
Publication Title
Construction and Building Materials
Volume
44
First page number:
381
Last page number:
390
Abstract
This paper is intended to compare robustness of linear and nonlinear regressions, and neural network prediction models in estimating rapid chloride permeability of self-consolidating concretes based on their mixture proportions. Several models were developed by varying number of independent variables and samples (mixtures) allotted to training and testing. The results of this study showed the superior performance of neural network models in comparison with the prediction models obtained by linear and nonlinear regressions, particularly when testing evaluations were chosen from the boundaries of mixture proportions. Within the linear and nonlinear prediction models, power relationships produced the most consistent performance.
Keywords
Concrete; Concrete construction; Extrapolation; Interpolation; Linear and nonlinear regressions; Neural network; Neural networks (Computer science); Prediction; Rapid chloride permeability test; Regression analysis; Self-consolidating concrete
Disciplines
Civil and Environmental Engineering | Civil Engineering | Construction Engineering and Management | Structural Engineering
Language
English
Permissions
Use Find in Your Library, contact the author, or interlibrary loan to garner a copy of the item. Publisher policy does not allow archiving the final published version. If a post-print (author's peer-reviewed manuscript) is allowed and available, or publisher policy changes, the item will be deposited.
Repository Citation
Ghafoori, N.,
Najimi, M.,
Sobhani, J.,
Aqel, M. A.
(2013).
Predicting Rapid Chloride Permeability of Self-Consolidating Concrete: A Comparative Study on Statistical and Neural Network Models.
Construction and Building Materials, 44
381-390.
http://dx.doi.org/10.1016/j.conbuildmat.2013.03.040