Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.13091/3177
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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Aksoylu, Ceyhun | - |
dc.contributor.author | Özkılıç, Yasin Onuralp | - |
dc.contributor.author | Arslan, Musa Hakan | - |
dc.date.accessioned | 2022-11-28T16:54:45Z | - |
dc.date.available | 2022-11-28T16:54:45Z | - |
dc.date.issued | 2022 | - |
dc.identifier.issn | 2075-5309 | - |
dc.identifier.uri | https://doi.org/10.3390/buildings12101501 | - |
dc.identifier.uri | https://doi.org/10.3390/buildings12101501 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.13091/3177 | - |
dc.description.abstract | In this study, reinforced concrete beams with insufficient shear capacity were strengthened on both sides of the beam along the shear openings by a novel approach: Mechanical Steel Stitches (MSS). This innovative method facilitates the application of strengthening the beams with a low-cost solution. In this concept, six specimens were experimentally investigated under vertical load. While one of the specimens was tested as a reference, the others were strengthened with MSS application at different ratios (rho(MS)), ranging from 0.2% to 1% at both the beams' shear span. MSS were applied with the angle of 90 degrees considering stirrup logic. The diameter, anchorage depth and mechanical properties of the MSSs were kept constant, and their effects on the strengthening of the beams in terms of ductility, strength, stiffness, and energy dissipation capacities were investigated by changing the spacing of the MSSs. The results revealed that increasing MSS ratio caused a dramatic positive change in the behavior in terms of both strength and energy dissipation capacity. MSSs to be made at appropriate intervals ((%1) MSS ratio or (d/5) MSS spacing) significantly improved the shear capacity. However, a 43% loss in stiffness occurred with the increase in rho(MS) since the MSSs are applied to the beams by drilling and anchoring from the outside. | en_US |
dc.description.sponsorship | Scientific and Technological Council of Turkey (TUBITAK) [122M091] | en_US |
dc.description.sponsorship | The study was supported by the Scientific and Technological Council of Turkey (TUBITAK) through grant number 122M091. The opinions expressed in this paper are those of the authors and do not reflect the views of the sponsor. | en_US |
dc.language.iso | en | en_US |
dc.publisher | MDPI | en_US |
dc.relation.ispartof | Buildings | en_US |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.subject | strengthening | en_US |
dc.subject | steel | en_US |
dc.subject | reinforced concrete | en_US |
dc.subject | mechanical steel stitches | en_US |
dc.subject | shear | en_US |
dc.subject | Rc T-Beams | en_US |
dc.subject | Deep Beams | en_US |
dc.subject | Cfrp | en_US |
dc.subject | Repair | en_US |
dc.subject | Sheets | en_US |
dc.subject | Diameter | en_US |
dc.subject | Capacity | en_US |
dc.subject | Behavior | en_US |
dc.title | Mechanical Steel Stitches: An Innovative Approach for Strengthening Shear Deficiency in Undamaged Reinforced Concrete Beams | en_US |
dc.type | Article | en_US |
dc.identifier.doi | 10.3390/buildings12101501 | - |
dc.identifier.scopus | 2-s2.0-85140012596 | en_US |
dc.department | Fakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümü | en_US |
dc.authorid | Özkılıç, Yasin Onuralp/0000-0001-9354-4784 | - |
dc.authorid | Aksoylu, Ceyhun/0000-0002-1574-4251 | - |
dc.authorwosid | Özkılıç, Yasin Onuralp/AAA-9279-2019 | - |
dc.identifier.volume | 12 | en_US |
dc.identifier.issue | 10 | en_US |
dc.identifier.wos | WOS:000872423300001 | en_US |
dc.institutionauthor | Aksoylu, Ceyhun | - |
dc.institutionauthor | Arslan, Musa Hakan | - |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.authorscopusid | 57193686945 | - |
dc.authorscopusid | 57203961386 | - |
dc.authorscopusid | 11940766700 | - |
dc.identifier.scopusquality | Q1 | - |
item.cerifentitytype | Publications | - |
item.grantfulltext | open | - |
item.languageiso639-1 | en | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.openairetype | Article | - |
item.fulltext | With Fulltext | - |
crisitem.author.dept | 02.02. Department of Civil Engineering | - |
crisitem.author.dept | 02.02. 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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File | Size | Format | |
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buildings-12-01501-v2.pdf | 4.03 MB | Adobe PDF | View/Open |
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