Providing a method for predicting the concrete slump based on Adaptive Neuro-Fuzzy Inference System
Concrete performance is of very high importance in civil engineering projects. One of the most common ways to measure the performance of concrete, is the slump test. To save time, money and materials, it is better to use intelligent methods in predicting the slump. Therefore, in this study a method...
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Iranian Society of Structrual Engineering (ISSE)
2019
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oai:doaj.org-article:ecd6bf12a055433383f17ede8c70ee762021-11-08T15:52:34ZProviding a method for predicting the concrete slump based on Adaptive Neuro-Fuzzy Inference System2476-39772538-261610.22065/jsce.2018.91259.1252https://doaj.org/article/ecd6bf12a055433383f17ede8c70ee762019-06-01T00:00:00Zhttps://www.jsce.ir/article_54784_20955f04b1a108a2c5d77343d4832710.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Concrete performance is of very high importance in civil engineering projects. One of the most common ways to measure the performance of concrete, is the slump test. To save time, money and materials, it is better to use intelligent methods in predicting the slump. Therefore, in this study a method based on soft computing is used, so without the need to perform arduous physical experiments, one can obtain an estimate of the slump.In this study, an adaptive neuro-fuzzy model which has the benefits of both neural network and fuzzy inference system, is used to predict the concrete slump. In order to train the algorithm for future use, comprehensive experimental data is essential .So by collecting data related to 44 concrete slump experimental tests, variables such as water-cement ratio, sand, gravel, silica fume and super plasticizer which are the principal components of concrete, are considered as input variables and the amount of slump is considered as the output variable in the proposed model.In order to evaluate the performance of the proposed model and accuracy of the results, the results of the adaptive neuro-fuzzy model is compared to that of artificial neural network model, which is obtained in a parallel research done by author, by statistical parameters such as correlation coefficient and root mean square error. By averaging the results of ten different classifications of experimental input data, the correlation coefficient is approximately equal between adaptive neuro-fuzzy and neural network slump. While the root mean square error obtained by using adaptive neuro-fuzzy model is 0/4477 which is less than 0/6964 by neural network model. The difference in the output error of the two models are due to different learning algorithms used in two models and unknown number of hidden layers and neurons in the desirable artificial neural network model.meysam effatipooneh shahmalekpourIranian Society of Structrual Engineering (ISSE)articleconcrete slumpsoft computinganfisartificial neural networklearning algorithmBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 6, Iss شماره ویژه 1, Pp 127-140 (2019) |
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concrete slump soft computing anfis artificial neural network learning algorithm Bridge engineering TG1-470 Building construction TH1-9745 |
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concrete slump soft computing anfis artificial neural network learning algorithm Bridge engineering TG1-470 Building construction TH1-9745 meysam effati pooneh shahmalekpour Providing a method for predicting the concrete slump based on Adaptive Neuro-Fuzzy Inference System |
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Concrete performance is of very high importance in civil engineering projects. One of the most common ways to measure the performance of concrete, is the slump test. To save time, money and materials, it is better to use intelligent methods in predicting the slump. Therefore, in this study a method based on soft computing is used, so without the need to perform arduous physical experiments, one can obtain an estimate of the slump.In this study, an adaptive neuro-fuzzy model which has the benefits of both neural network and fuzzy inference system, is used to predict the concrete slump. In order to train the algorithm for future use, comprehensive experimental data is essential .So by collecting data related to 44 concrete slump experimental tests, variables such as water-cement ratio, sand, gravel, silica fume and super plasticizer which are the principal components of concrete, are considered as input variables and the amount of slump is considered as the output variable in the proposed model.In order to evaluate the performance of the proposed model and accuracy of the results, the results of the adaptive neuro-fuzzy model is compared to that of artificial neural network model, which is obtained in a parallel research done by author, by statistical parameters such as correlation coefficient and root mean square error. By averaging the results of ten different classifications of experimental input data, the correlation coefficient is approximately equal between adaptive neuro-fuzzy and neural network slump. While the root mean square error obtained by using adaptive neuro-fuzzy model is 0/4477 which is less than 0/6964 by neural network model. The difference in the output error of the two models are due to different learning algorithms used in two models and unknown number of hidden layers and neurons in the desirable artificial neural network model. |
format |
article |
author |
meysam effati pooneh shahmalekpour |
author_facet |
meysam effati pooneh shahmalekpour |
author_sort |
meysam effati |
title |
Providing a method for predicting the concrete slump based on Adaptive Neuro-Fuzzy Inference System |
title_short |
Providing a method for predicting the concrete slump based on Adaptive Neuro-Fuzzy Inference System |
title_full |
Providing a method for predicting the concrete slump based on Adaptive Neuro-Fuzzy Inference System |
title_fullStr |
Providing a method for predicting the concrete slump based on Adaptive Neuro-Fuzzy Inference System |
title_full_unstemmed |
Providing a method for predicting the concrete slump based on Adaptive Neuro-Fuzzy Inference System |
title_sort |
providing a method for predicting the concrete slump based on adaptive neuro-fuzzy inference system |
publisher |
Iranian Society of Structrual Engineering (ISSE) |
publishDate |
2019 |
url |
https://doaj.org/article/ecd6bf12a055433383f17ede8c70ee76 |
work_keys_str_mv |
AT meysameffati providingamethodforpredictingtheconcreteslumpbasedonadaptiveneurofuzzyinferencesystem AT poonehshahmalekpour providingamethodforpredictingtheconcreteslumpbasedonadaptiveneurofuzzyinferencesystem |
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