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    Strength Prediction of High-Strength Concrete by Fuzzy Logic and Artificial Neural Networks

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 011
    Author:
    Gökmen Tayfur
    ,
    Tahir Kemal Erdem
    ,
    Önder Kırca
    DOI: 10.1061/(ASCE)MT.1943-5533.0000985
    Publisher: American Society of Civil Engineers
    Abstract: High-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.
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      Strength Prediction of High-Strength Concrete by Fuzzy Logic and Artificial Neural Networks

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    https://yetl.yabesh.ir/yetl1/handle/yetl/67387
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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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