Using feed-forward back propagation (FFBP) neural networks for compressive strength prediction of lightweight concrete made with different percentage of scoria instead of sand

Artificial neural networks (ANNs) are the result of academic investigations that use mathematical formulations to model nervous system operations. Neural networks (NNs) represent a meaningfully different approach to using computers in the workplace, and have been used to recognize patterns and relat...

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Main Authors: Razavi, S.V., Jumaat, Mohd Zamin, Ei-Shafie, A.H.
Format: Article
Language:English
Published: International Journal of Physical Sciences 2011
Subjects:
Online Access:http://eprints.um.edu.my/5944/1/Razavi__et_al.pdf
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author Razavi, S.V.
Jumaat, Mohd Zamin
Ei-Shafie, A.H.
author_facet Razavi, S.V.
Jumaat, Mohd Zamin
Ei-Shafie, A.H.
author_sort Razavi, S.V.
collection UM
description Artificial neural networks (ANNs) are the result of academic investigations that use mathematical formulations to model nervous system operations. Neural networks (NNs) represent a meaningfully different approach to using computers in the workplace, and have been used to recognize patterns and relationships in data. In this paper, the compressive strength (CS) of lightweight material with 0, 20, 30, and 50 of scoria instead of sand, and different water-cement ratios and cement content for 288 cylindrical samples were studied. Out of these, 36 samples were randomly selected for use in this research. The CS of these samples was used to teach ANNs CS prediction to achieve the optimal value. The ANNs were formed by MATLAB software so that the minimum error in information training and maximum correlation coefficient in data were the ultimate goals. For this purpose, feed-forward back propagation (FFBP) with TRAINBR training function, LEARNGD adaption learning function, and SSE performance function were the last networks tried. The end result of the FFBP was 3-10-1 (3 inputs, 10 neurons in the hidden layer, and 1 output) with the minimum error below 1 and maximum correlation coefficient close to 1.
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spelling um.eprints-59442020-02-05T04:30:54Z http://eprints.um.edu.my/5944/ Using feed-forward back propagation (FFBP) neural networks for compressive strength prediction of lightweight concrete made with different percentage of scoria instead of sand Razavi, S.V. Jumaat, Mohd Zamin Ei-Shafie, A.H. TA Engineering (General). Civil engineering (General) Artificial neural networks (ANNs) are the result of academic investigations that use mathematical formulations to model nervous system operations. Neural networks (NNs) represent a meaningfully different approach to using computers in the workplace, and have been used to recognize patterns and relationships in data. In this paper, the compressive strength (CS) of lightweight material with 0, 20, 30, and 50 of scoria instead of sand, and different water-cement ratios and cement content for 288 cylindrical samples were studied. Out of these, 36 samples were randomly selected for use in this research. The CS of these samples was used to teach ANNs CS prediction to achieve the optimal value. The ANNs were formed by MATLAB software so that the minimum error in information training and maximum correlation coefficient in data were the ultimate goals. For this purpose, feed-forward back propagation (FFBP) with TRAINBR training function, LEARNGD adaption learning function, and SSE performance function were the last networks tried. The end result of the FFBP was 3-10-1 (3 inputs, 10 neurons in the hidden layer, and 1 output) with the minimum error below 1 and maximum correlation coefficient close to 1. International Journal of Physical Sciences 2011 Article PeerReviewed application/pdf en http://eprints.um.edu.my/5944/1/Razavi__et_al.pdf Razavi, S.V. and Jumaat, Mohd Zamin and Ei-Shafie, A.H. (2011) Using feed-forward back propagation (FFBP) neural networks for compressive strength prediction of lightweight concrete made with different percentage of scoria instead of sand. International Journal of Physical Sciences, 6 (6). pp. 1325-1331. ISSN 19921950, DOI https://doi.org/10.5897/IJPS11.204 <https://doi.org/10.5897/IJPS11.204>. http://www.scopus.com/inward/record.url?eid=2-s2.0-79957957835&partnerID=40&md5=d2b57e97fc91f8be71406f9abb0d408d 10.5897/IJPS11.204
spellingShingle TA Engineering (General). Civil engineering (General)
Razavi, S.V.
Jumaat, Mohd Zamin
Ei-Shafie, A.H.
Using feed-forward back propagation (FFBP) neural networks for compressive strength prediction of lightweight concrete made with different percentage of scoria instead of sand
title Using feed-forward back propagation (FFBP) neural networks for compressive strength prediction of lightweight concrete made with different percentage of scoria instead of sand
title_full Using feed-forward back propagation (FFBP) neural networks for compressive strength prediction of lightweight concrete made with different percentage of scoria instead of sand
title_fullStr Using feed-forward back propagation (FFBP) neural networks for compressive strength prediction of lightweight concrete made with different percentage of scoria instead of sand
title_full_unstemmed Using feed-forward back propagation (FFBP) neural networks for compressive strength prediction of lightweight concrete made with different percentage of scoria instead of sand
title_short Using feed-forward back propagation (FFBP) neural networks for compressive strength prediction of lightweight concrete made with different percentage of scoria instead of sand
title_sort using feed forward back propagation ffbp neural networks for compressive strength prediction of lightweight concrete made with different percentage of scoria instead of sand
topic TA Engineering (General). Civil engineering (General)
url http://eprints.um.edu.my/5944/1/Razavi__et_al.pdf
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