Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13091/1016
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dc.contributor.authorMüsevitoğlu, Abdullah-
dc.contributor.authorArslan, Musa Hakan-
dc.contributor.authorAksoylu, Ceyhun-
dc.contributor.authorÖzkış, Ahmet-
dc.date.accessioned2021-12-13T10:34:35Z-
dc.date.available2021-12-13T10:34:35Z-
dc.date.issued2020-
dc.identifier.issn0263-2241-
dc.identifier.issn1873-412X-
dc.identifier.urihttps://doi.org/10.1016/j.measurement.2020.107689-
dc.identifier.urihttps://hdl.handle.net/20.500.13091/1016-
dc.description.abstractIn this study, to observe the behavior of chemical anchors embedded in concrete under the tensile effect, 108 different anchor specimens were prepared with different parameters as concrete compressive strength, reinforcement bar diameters, anchor depths, sizes of drilled holes, cleanliness of the drilled holes. Pull-out tests were conducted and obtained data were examined with the axial-load capacities and the failure situations. Finally, the depth of anchors, compressive strength and reinforcement diameter were observed to increase the axial-load-bearing capacity. The specimens cleaned with water could bear more axial loads than cleaned using air. For the anchors installed without cleaning the holes, a significant decrease was observed in the axial-load carrying capacities compared to the other two conditions. The ANN algorithm exhibited a 78.3% prediction success compared with other algorithms. The empirical relations in the literature were found to have limited level of prediction success rates according to the ANN's results. (C) 2020 Elsevier Ltd. All rights reserved.en_US
dc.description.sponsorshipScientific Research Coordination of Konya Technical University [1820122]en_US
dc.description.sponsorshipThis study was supported by the Scientific Research Coordination of Konya Technical University with project number 1820122.en_US
dc.language.isoenen_US
dc.publisherELSEVIER SCI LTDen_US
dc.relation.ispartofMEASUREMENTen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAdherenceen_US
dc.subjectPull-Out Testsen_US
dc.subjectExperimental Setupen_US
dc.subjectChemical Anchorageen_US
dc.subjectArtificial Intelligenceen_US
dc.subjectDamage Predictionen_US
dc.subjectAdhesive Anchorsen_US
dc.subjectPull-Outen_US
dc.subjectConcreteen_US
dc.subjectStrengthen_US
dc.subjectCapacityen_US
dc.subjectEarthquakeen_US
dc.subjectMachineen_US
dc.subjectDesignen_US
dc.subjectModelen_US
dc.titleExperimental and analytical investigation of chemical anchors's behaviour under axial tensileen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.measurement.2020.107689-
dc.identifier.scopus2-s2.0-85082140103en_US
dc.departmentFakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.authoridAKSOYLU, Ceyhun/0000-0002-1574-4251-
dc.authorwosidAKSOYLU, Ceyhun/AAQ-1447-2020-
dc.identifier.volume158en_US
dc.identifier.wosWOS:000524745700031en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid57215858786-
dc.authorscopusid11940766700-
dc.authorscopusid57193686945-
dc.authorscopusid57193771340-
dc.identifier.scopusquality--
item.openairetypeArticle-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.grantfulltextembargo_20300101-
item.fulltextWith Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.author.dept02.02. Department of Civil Engineering-
crisitem.author.dept02.02. Department of Civil Engineering-
Appears in Collections:Mühendislik ve Doğa Bilimleri Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections
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