Fuzzy Logic Model for the Prediction of Cement Compressive Strength

dc.contributor.author Akkurt, Sedat
dc.contributor.author Tayfur, Gökmen
dc.contributor.author Can, Sever
dc.coverage.doi 10.1016/j.cemconres.2004.01.020
dc.date.accessioned 2016-06-09T08:13:06Z
dc.date.available 2016-06-09T08:13:06Z
dc.date.issued 2004
dc.description.abstract A fuzzy logic prediction model for the 28-day compressive strength of cement mortar under standard curing conditions was created. Data collected from a cement plant were used in the model construction and testing. The input variables of alkali, Blaine, SO3, and C3S and the output variable of 28-day cement strength were fuzzified by the use of artificial neural networks (ANNs), and triangular membership functions were employed for the fuzzy subsets. The Mamdani fuzzy rules relating the input variables to the output variable were created by the ANN model and were laid out in the If-Then format. Product (prod) inference operator and the centre of gravity (COG; centroid) defuzzification methods were employed. The prediction of 50 sets of the 28-day cement strength data by the developed fuzzy model was quite satisfactory. The average percentage error levels in the fuzzy model were successfully low (2.69%). The model was compared with the ANN model for its error levels and ease of application. The results indicated that through the application of fuzzy logic algorithm, a more user friendly and more explicit model than the ANNs could be produced within successfully low error margins. en_US
dc.identifier.citation Akkurt, S., Tayfur, G., and Can, S. (2004). Fuzzy logic model for the prediction of cement compressive strength. Cement and Concrete Research, 34(8), 1429-1433. doi:10.1016/j.cemconres.2004.01.020 en_US
dc.identifier.doi 10.1016/j.cemconres.2004.01.020
dc.identifier.doi 10.1016/j.cemconres.2004.01.020 en_US
dc.identifier.issn 0008-8846
dc.identifier.scopus 2-s2.0-3142763999
dc.identifier.uri http://doi.org/10.1016/j.cemconres.2004.01.020
dc.identifier.uri https://hdl.handle.net/11147/4744
dc.language.iso en en_US
dc.publisher Elsevier Ltd. en_US
dc.relation.ispartof Cement and Concrete Research en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Artificial neural networks en_US
dc.subject Compressive strength en_US
dc.subject Fuzzy logic en_US
dc.subject Concretes en_US
dc.subject Defuzzification en_US
dc.title Fuzzy Logic Model for the Prediction of Cement Compressive Strength en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.institutional Akkurt, Sedat
gdc.author.institutional Tayfur, Gökmen
gdc.author.institutional Can, Sever
gdc.bip.impulseclass C5
gdc.bip.influenceclass C3
gdc.bip.popularityclass C3
gdc.coar.access open access
gdc.coar.type text::journal::journal article
gdc.collaboration.industrial false
gdc.description.department İzmir Institute of Technology. Mechanical Engineering en_US
gdc.description.department İzmir Institute of Technology. Civil Engineering en_US
gdc.description.endpage 1433 en_US
gdc.description.issue 8 en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q1
gdc.description.startpage 1429 en_US
gdc.description.volume 34 en_US
gdc.description.wosquality Q1
gdc.identifier.openalex W2029449203
gdc.identifier.wos WOS:000224017600016
gdc.index.type WoS
gdc.index.type Scopus
gdc.oaire.accesstype BRONZE
gdc.oaire.diamondjournal false
gdc.oaire.impulse 4.0
gdc.oaire.influence 2.169907E-8
gdc.oaire.isgreen true
gdc.oaire.keywords Fuzzy logic
gdc.oaire.keywords Artificial neural networks
gdc.oaire.keywords Concretes
gdc.oaire.keywords Compressive strength
gdc.oaire.keywords Defuzzification
gdc.oaire.popularity 8.715216E-8
gdc.oaire.publicfunded false
gdc.oaire.sciencefields 0211 other engineering and technologies
gdc.oaire.sciencefields 02 engineering and technology
gdc.oaire.sciencefields 0210 nano-technology
gdc.openalex.collaboration National
gdc.openalex.fwci 13.88100467
gdc.openalex.normalizedpercentile 0.99
gdc.openalex.toppercent TOP 10%
gdc.opencitations.count 165
gdc.plumx.crossrefcites 172
gdc.plumx.mendeley 179
gdc.plumx.scopuscites 203
gdc.scopus.citedcount 203
gdc.wos.citedcount 175
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relation.isOrgUnitOfPublication.latestForDiscovery 9af2b05f-28ac-4023-8abe-a4dfe192da5e

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