Tensile performance of inclined adhesive anchors in steel fiber-reinforced concrete

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dc.authoridCihan, Mehmet/0000-0001-5555-5589
dc.contributor.authorCihan, Mehmet Timur
dc.contributor.authorAydin, Zekeriya
dc.contributor.authorKam, Serkan
dc.date.accessioned2025-04-06T12:23:57Z
dc.date.available2025-04-06T12:23:57Z
dc.date.issued2025
dc.departmentTekirdağ Namık Kemal Üniversitesi
dc.description.abstractIn almost all studies on post-installed anchors in concrete, the anchor direction is perpendicular to the concrete surface. However, the anchor direction may not be perpendicular to the concrete surface due to application errors or requirements. In the study, the effect of inclination angle is examined experimentally for non-perpendicular anchorage to steel fiber-reinforced concrete. Anchor inclination angle (0 degrees, 15 degrees, and 30 degrees), fiber volume fraction (0%, 1.5%, and 3%), and embedment depth (40, 60, and 80 mm) are considered variables. Trial points are decided using the Box-Behnken experimental design approach. An 8 mm diameter deformed steel bar and two-component epoxy acrylate-based chemical adhesive are used for anchorage. Load-displacement curves, ultimate loads, and failure modes are determined through tensile tests. It is concluded that as the fiber fraction increases, failure modes modify and the negative effect of the inclination angle decreases, particularly in cases of small embedment depth.
dc.description.sponsorshipTekirdag Namimath;k Kemal University Scientific Research Projects Coordination Unit [NKUBAP.06.YL.23.456]
dc.description.sponsorshipThe Tekirdag Nam & imath;k Kemal University Scientific Research Projects Coordination Unit supported this work [Project No: NKUBAP.06.YL.23.456].
dc.identifier.doi10.1002/suco.202401103
dc.identifier.issn1464-4177
dc.identifier.issn1751-7648
dc.identifier.scopus2-s2.0-85215111717
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1002/suco.202401103
dc.identifier.urihttps://hdl.handle.net/20.500.11776/17273
dc.identifier.wosWOS:001396110900001
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherErnst & Sohn
dc.relation.ispartofStructural Concrete
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_WOS_20250406
dc.subjectadhesive anchor
dc.subjectembedment depth
dc.subjectfiber fraction
dc.subjectfiber-reinforced concrete
dc.subjectinclination angle
dc.subjecttensile strength
dc.titleTensile performance of inclined adhesive anchors in steel fiber-reinforced concrete
dc.typeArticle

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