Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13091/1140
Full metadata record
DC FieldValueLanguage
dc.contributor.authorÖzkılıç, Yasin Onuralp-
dc.contributor.authorAksoylu, Ceyhun-
dc.contributor.authorArslan, Musa Hakan-
dc.date.accessioned2021-12-13T10:34:44Z-
dc.date.available2021-12-13T10:34:44Z-
dc.date.issued2021-
dc.identifier.issn2352-7102-
dc.identifier.urihttps://doi.org/10.1016/j.jobe.2020.102119-
dc.identifier.urihttps://hdl.handle.net/20.500.13091/1140-
dc.description.abstractDapped-end beams (DEBs), also known as thinned end beams, are often experienced in shear damages under the effect of vertical loads. Especially if the necessary precautions for thinned ends of reinforced concrete prefabricated purlins on the roofs having standard cross sections are not considered during the design, these purlins can be failed suddenly under the accumulated snow loads. This situation causes the roof to collapse completely. In order to mitigate this drawback, it is aimed to improve shear capacity of the purlins by using steel fiber reinforced concrete (SFRC) without changing the cross section geometry and reinforcement. Pursuant to this goal, experimental and numerical studies have been undertaken. The presence of steel fiber and the aspect ratio are selected as main parameters. The use of SFRC increased energy dissipation and shear capacities approximately 2.58 and 1.53 times, respectively. Moreover, the numerical analyses were performed in order to determine the optimum length of SFRC used in concrete from beam ends and fiber volume ratio to be used, and to investigate the effects of shear span to depth ratio (a/d). The results revealed that fiber volume ratio of 2% and the length of SFRC used up to the point where dapped-end region ends are recommended. Moreover, increasing the ratio of a/d results in a decrease in load carrying capacity.en_US
dc.language.isoenen_US
dc.publisherELSEVIERen_US
dc.relation.ispartofJOURNAL OF BUILDING ENGINEERINGen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectDapped-end purlinen_US
dc.subjectSteel fiber reinforced concreteen_US
dc.subjectAspect ratioen_US
dc.subjectPrefabricated structureen_US
dc.subjectNumerical analysesen_US
dc.subjectABAQUSen_US
dc.titleExperimental and numerical investigations of steel fiber reinforced concrete dapped-end purlinsen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.jobe.2020.102119-
dc.identifier.scopus2-s2.0-85098954664en_US
dc.departmentFakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.authoridOzkilic, Yasin Onuralp/0000-0001-9354-4784-
dc.authorwosidOzkilic, Yasin Onuralp/AAA-9279-2019-
dc.authorwosidAKSOYLU, Ceyhun/AAQ-1447-2020-
dc.identifier.volume36en_US
dc.identifier.wosWOS:000624461700003en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid57203961386-
dc.authorscopusid57193686945-
dc.authorscopusid11940766700-
dc.identifier.scopusqualityQ1-
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
Files in This Item:
File SizeFormat 
1-s2.0-S2352710220337517-main.pdf
  Until 2030-01-01
15.1 MBAdobe PDFView/Open    Request a copy
Show simple item record



CORE Recommender

SCOPUSTM   
Citations

15
checked on Mar 23, 2024

WEB OF SCIENCETM
Citations

60
checked on Mar 23, 2024

Page view(s)

124
checked on Mar 25, 2024

Download(s)

6
checked on Mar 25, 2024

Google ScholarTM

Check




Altmetric


Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.