Gelişmiş Arama

Basit öğe kaydını göster

dc.contributor.authorNiş, Anıl
dc.contributor.authorEren, Necip Altay
dc.contributor.authorÇevik, Abdulkadir
dc.date.accessioned2023-08-02T18:22:01Z
dc.date.available2023-08-02T18:22:01Z
dc.date.issued2021en_US
dc.identifier.issn0272-8842
dc.identifier.issn1873-3956
dc.identifier.urihttps://hdl.handle.net/11363/5155
dc.description.abstractIn this research, the effects of nanosilica and steel fibers on the impact resistance of ground granulated blast furnace slag based self-compacting alkali-activated concrete were investigated. Nanosilica volume fraction was kept constant at 2%. Two types of hooked-end steel fibers (Kemerix 30/40 and Dramix 60/80) and steel fiber volume contents (0.5% and 1%) were utilized to highlight the combined effects of nanosilica and steel fiber on the impact behavior. The fresh state and mechanical properties such as slump flow, L-box, V-funnel, compressive strength, modulus of elasticity, splitting tensile strength, and flexural strength were evaluated. The microstructure of the samples was examined using a scanning electron microscope. The impact resistance of the specimens was measured by a drop-weight test. Acceleration-time and force-time graphs were plotted and evaluated together with the crack photos of the specimens for the first and failure impactor drops. The incorporations of nanosilica and steel fiber improved splitting tensile strength, flexural strength, impact resistance, and energy absorption capacity, while they decreased compressive strength and modulus of elasticity. For the specimens without nanosilica and with 2% nanosilica, the impact energy improvements were five times and 12.5 times higher for 0.5% short fibrous, 20.5 times and 44.5 times higher for 1% short fibrous, 23.5 times and 31 times higher for 0.5% long fibrous, and 64 times and 144.5 times higher for 1% long fibrous specimens than the specimens without nanosilica and steel fiber, respectively. The long fibers were found more effective in mechanical strength and impact energy than short fibers, and the reinforcing efficiency of fibers enhanced with higher steel fiber volumes. The combined utilization of nanosilica and steel fibers have the potential to delay the crack formation and dissipate energy to the surrounding zones, and this potential increased with higher steel fiber lengths and volume ratios.en_US
dc.language.isoengen_US
dc.publisherELSEVIER SCI LTD, THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLANDen_US
dc.relation.isversionof10.1016/j.ceramint.2021.05.099en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 United States*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/us/*
dc.subjectSelf-compacting alkali-activated concreteen_US
dc.subjectNanosilicaen_US
dc.subjectSteel fiberen_US
dc.subjectDrop-weight testen_US
dc.subjectImpact resistanceen_US
dc.subjectImpact energyen_US
dc.titleEffects of nanosilica and steel fibers on the impact resistance of slag based self-compacting alkali-activated concreteen_US
dc.typearticleen_US
dc.relation.ispartofCeramics Internationalen_US
dc.departmentMühendislik ve Mimarlık Fakültesien_US
dc.authoridhttps://orcid.org/0000-0003-1421-4619en_US
dc.identifier.volume47en_US
dc.identifier.issue17en_US
dc.identifier.startpage23905en_US
dc.identifier.endpage23918en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.institutionauthorNiş, Anıl


Bu öğenin dosyaları:

Thumbnail

Bu öğe aşağıdaki koleksiyon(lar)da görünmektedir.

Basit öğe kaydını göster

info:eu-repo/semantics/openAccess
Aksi belirtilmediği sürece bu öğenin lisansı: info:eu-repo/semantics/openAccess