Yayın:
Prediction of the effect of varying cure conditions and w/c ratio on the compressive strength of concrete using artificial neural networks

dc.contributor.authorYaprak, Hasbi
dc.contributor.authorKaraci, Abdulkadir
dc.contributor.authorDemir, Ilhami
dc.date.accessioned2026-01-02T20:01:21Z
dc.date.issued2011-06-26
dc.description.abstractThe present study aims at developing an artificial neural network (ANN) to predict the compressive strength of concrete. A data set containing a total of 72 concrete samples was used in the study. The following constituted the concrete mixture parameters: two distinct w/c ratios (0.63 and 0.70), three different types of cements and three different cure conditions. Measurement of compressive strengths was performed at 3, 7, 28 and 90 days. Two different ANN models were developed, one with 4 input and 1 output layers, 9 neurons and 1 hidden layer, and the other with 5, 6 neurons, 2 hidden layers. For the training of the developed models, 60 experimental data sets obtained prior to the process were used. The 12 experimental data not used in the training stage were utilized to test ANN models. The researchers have reached the conclusion that ANN provides a good alternative to the existing compressive strength prediction methods, where different cements, ages and cure conditions were used as input parameters.
dc.description.urihttps://doi.org/10.1007/s00521-011-0671-x
dc.description.urihttps://dx.doi.org/10.1007/s00521-011-0671-x
dc.description.urihttps://hdl.handle.net/20.500.12587/5669
dc.identifier.doi10.1007/s00521-011-0671-x
dc.identifier.eissn1433-3058
dc.identifier.endpage141
dc.identifier.issn0941-0643
dc.identifier.openairedoi_dedup___::c40771c549df079b8a3709312d278160
dc.identifier.orcid0000-0002-8230-4053
dc.identifier.scopus2-s2.0-84871969728
dc.identifier.startpage133
dc.identifier.urihttps://hdl.handle.net/20.500.12597/35526
dc.identifier.volume22
dc.identifier.wos000313062100015
dc.language.isoeng
dc.publisherSpringer Science and Business Media LLC
dc.relation.ispartofNeural Computing and Applications
dc.rightsCLOSED
dc.subjectArtificial neural network
dc.subjectAge
dc.subjectCement
dc.subjectCompressive strength
dc.subjectCure conditions
dc.titlePrediction of the effect of varying cure conditions and w/c ratio on the compressive strength of concrete using artificial neural networks
dc.typeArticle
dspace.entity.typePublication
local.api.response{"authors":[{"fullName":"Yaprak, Hasbi","name":"Hasbi","surname":"Yaprak","rank":1,"pid":null},{"fullName":"Karaci, Abdulkadir","name":"Abdulkadir","surname":"Karaci","rank":2,"pid":null},{"fullName":"Demir, Ilhami","name":"Ilhami","surname":"Demir","rank":3,"pid":{"id":{"scheme":"orcid","value":"0000-0002-8230-4053"},"provenance":null}}],"openAccessColor":null,"publiclyFunded":false,"type":"publication","language":{"code":"eng","label":"English"},"countries":null,"subjects":[{"subject":{"scheme":"keyword","value":"Artificial neural network"},"provenance":null},{"subject":{"scheme":"keyword","value":"Age"},"provenance":null},{"subject":{"scheme":"keyword","value":"Cement"},"provenance":null},{"subject":{"scheme":"FOS","value":"0211 other engineering and technologies"},"provenance":null},{"subject":{"scheme":"keyword","value":"Compressive strength"},"provenance":null},{"subject":{"scheme":"keyword","value":"Cure conditions"},"provenance":null},{"subject":{"scheme":"FOS","value":"02 engineering and technology"},"provenance":null},{"subject":{"scheme":"FOS","value":"0210 nano-technology"},"provenance":null}],"mainTitle":"Prediction of the effect of varying cure conditions and w/c ratio on the compressive strength of concrete using artificial neural networks","subTitle":null,"descriptions":["The present study aims at developing an artificial neural network (ANN) to predict the compressive strength of concrete. A data set containing a total of 72 concrete samples was used in the study. The following constituted the concrete mixture parameters: two distinct w/c ratios (0.63 and 0.70), three different types of cements and three different cure conditions. Measurement of compressive strengths was performed at 3, 7, 28 and 90 days. Two different ANN models were developed, one with 4 input and 1 output layers, 9 neurons and 1 hidden layer, and the other with 5, 6 neurons, 2 hidden layers. For the training of the developed models, 60 experimental data sets obtained prior to the process were used. The 12 experimental data not used in the training stage were utilized to test ANN models. The researchers have reached the conclusion that ANN provides a good alternative to the existing compressive strength prediction methods, where different cements, ages and cure conditions were used as input parameters."],"publicationDate":"2011-06-26","publisher":"Springer Science and Business Media LLC","embargoEndDate":null,"sources":["Crossref"],"formats":["application/pdf"],"contributors":null,"coverages":null,"bestAccessRight":{"code":"c_14cb","label":"CLOSED","scheme":"http://vocabularies.coar-repositories.org/documentation/access_rights/"},"container":{"name":"Neural Computing and Applications","issnPrinted":"0941-0643","issnOnline":"1433-3058","issnLinking":null,"ep":"141","iss":null,"sp":"133","vol":"22","edition":null,"conferencePlace":null,"conferenceDate":null},"documentationUrls":null,"codeRepositoryUrl":null,"programmingLanguage":null,"contactPeople":null,"contactGroups":null,"tools":null,"size":null,"version":null,"geoLocations":null,"id":"doi_dedup___::c40771c549df079b8a3709312d278160","originalIds":["671","10.1007/s00521-011-0671-x","50|doiboost____|c40771c549df079b8a3709312d278160","1965165314","50|od______9506::166c524a7c61956073df34d25750612f","oai:acikerisim.kku.edu.tr:20.500.12587/5669"],"pids":[{"scheme":"doi","value":"10.1007/s00521-011-0671-x"},{"scheme":"handle","value":"20.500.12587/5669"}],"dateOfCollection":null,"lastUpdateTimeStamp":null,"indicators":{"citationImpact":{"citationCount":38,"influence":4.9302806e-9,"popularity":1.907317e-8,"impulse":3,"citationClass":"C4","influenceClass":"C4","impulseClass":"C5","popularityClass":"C4"},"usageCounts":{"downloads":0,"views":21}},"instances":[{"pids":[{"scheme":"doi","value":"10.1007/s00521-011-0671-x"}],"license":"Springer TDM","type":"Article","urls":["https://doi.org/10.1007/s00521-011-0671-x"],"publicationDate":"2011-06-26","refereed":"peerReviewed"},{"alternateIdentifiers":[{"scheme":"mag_id","value":"1965165314"},{"scheme":"doi","value":"10.1007/s00521-011-0671-x"}],"type":"Article","urls":["https://dx.doi.org/10.1007/s00521-011-0671-x"],"refereed":"nonPeerReviewed"},{"pids":[{"scheme":"handle","value":"20.500.12587/5669"}],"alternateIdentifiers":[{"scheme":"doi","value":"10.1007/s00521-011-0671-x"}],"type":"Article","urls":["https://doi.org/10.1007/s00521-011-0671-x","https://hdl.handle.net/20.500.12587/5669"],"publicationDate":"2020-06-25","refereed":"nonPeerReviewed"},{"alternateIdentifiers":[{"scheme":"mag_id","value":"1965165314"},{"scheme":"doi","value":"10.1007/s00521-011-0671-x"}],"type":"Article","urls":["https://dx.doi.org/10.1007/s00521-011-0671-x"],"refereed":"nonPeerReviewed"}],"isGreen":false,"isInDiamondJournal":false}
local.import.sourceOpenAire
local.indexed.atWOS
local.indexed.atScopus

Dosyalar

Koleksiyonlar