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contributor authorGökmen Tayfur
contributor authorTahir Kemal Erdem
contributor authorÖnder Kırca
date accessioned2017-05-08T21:57:28Z
date available2017-05-08T21:57:28Z
date copyrightNovember 2014
date issued2014
identifier other%28asce%29nh%2E1527-6996%2E0000033.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67387
description abstractHigh-strength concretes (HSC) were prepared with five different binder contents, each of which had several silica fume (SF) ratios (0–15%). The compressive strength was determined at 3, 7, and 28 days, resulting in a total of 60 sets of data. In a fuzzy logic (FL) algorithm, three input variables (SF content, binder content, and age) and the output variable (compressive strength) were fuzzified using triangular membership functions. A total of 24 fuzzy rules were inferred from 60% of the data. Moreover, the FL model was tested against an artificial neural networks (ANNs) model. The results show that FL can successfully be applied to predict the compressive strength of HSC. Three input variables were sufficient to obtain accurate results. The operators used in constructing the FL model were found to be appropriate for compressive strength prediction. The performance of FL was comparable to that of ANN. The extrapolation capability of FL and ANNs were found to be satisfactory.
publisherAmerican Society of Civil Engineers
titleStrength Prediction of High-Strength Concrete by Fuzzy Logic and Artificial Neural Networks
typeJournal Paper
journal volume26
journal issue11
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000985
treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 011
contenttypeFulltext


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