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dc.contributor.authorMermerdas, Kasim
dc.contributor.authorGesoglu, Mehmet
dc.contributor.authorGuneyisi, Esra Mete
dc.contributor.authorGuneyisi, Erhan
dc.contributor.authorYilmaz, Muhammet Enes
dc.date.accessioned2019-11-21T13:50:11Z
dc.date.available2019-11-21T13:50:11Z
dc.date.issued2014-04
dc.identifier.citationGesoğlu, M., Güneyisi, E. M., Güneyisi, E., Yılmaz, M. E., & Mermerdaş, K. (April 01, 2014). Modeling and analysis of the shear capacity of adhesive anchors post-installed into uncracked concrete. Composites Part B: Engineering, 60, 716-724.en_US
dc.identifier.issn1359-8368
dc.identifier.issn1879-1069
dc.identifier.otherWOS:000333506500078
dc.identifier.urihttps://doi.org/10.1016/j.compositesb.2014.01.015
dc.identifier.urihttps://hdl.handle.net/20.500.11782/871
dc.description.abstractThis paper reports the results of an analytical study to predict the edge breakout shear capacity of single adhesive anchors post-installed into uncracked hardened concrete. For this purpose, an experimental database for the adhesive anchors compiled by the ACI Committee 355 was obtained and utilized to construct training and test sets so as to derive the closed-form solution by means of gene expression programming (GEP). The independent variables used for development of the prediction model were anchor diameter, type of anchor, edge distance, embedment depth, clear clearance of the anchor, type of chemical adhesive, method of injection of the chemical, and compressive strength of the concrete. The generated prediction model yielded correlation coefficients of 0.98 and 0.92 for training and testing data sets, respectively. Moreover, the performance of the proposed model was compared with the existing models proposed by American Concrete Institute (ACI) and Prestressed/Precast Concrete Institute (PCI). The analyses showed that the proposed GEP model provided much more accurate estimation of the observed values as compared to the other models. (C) 2014 Elsevier Ltd. All rights reserved.en_US
dc.language.isoengen_US
dc.publisherELSEVIER SCI LTDen_US
dc.relation.isversionof10.1016/j.compositesb.2014.01.015en_US
dc.rightsinfo:eu-repo/semantics/embargoedAccessen_US
dc.subjectMetal-matrix composites (MMCs)en_US
dc.subjectAdhesionen_US
dc.subjectStrengthen_US
dc.subjectAnalytical modelingen_US
dc.titleModeling and analysis of the shear capacity of adhesive anchors post-installed into uncracked concreteen_US
dc.typearticleen_US
dc.relation.journalCOMPOSITES PART B-ENGINEERINGen_US
dc.contributor.departmentHKÜ, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume60en_US
dc.identifier.startpage716en_US
dc.identifier.endpage724en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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