Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.13091/1460
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Ünal, Alptuğ | - |
dc.contributor.author | Cengiz, Salih | - |
dc.contributor.author | Kamanlı, Mehmet | - |
dc.date.accessioned | 2021-12-13T10:41:23Z | - |
dc.date.available | 2021-12-13T10:41:23Z | - |
dc.date.issued | 2021 | - |
dc.identifier.issn | 0553-6626 | - |
dc.identifier.uri | https://doi.org/10.3311/PPci.16802 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.13091/1460 | - |
dc.description.abstract | In this study, the effect of the change of stirrup ratio and polypropylene (PP) fiber ratio on the behavior of reinforced concrete beams was investigated. The variables of this study consisting of without stirrup, spacing up to 20 %, 40 % and 80 % of beam depth as stirrup spacing and 0.125 % and 0.500 % of the weight of reinforced concrete beam were used as PP fiber ratios. In the context of experimental study, 1/2 scaled 12 reinforced concrete beams were tested with 4-point bending mechanism. In the light of the obtained data, the load-displacement, stiffness and energy absorption graphs were plotted. The results were interpreted comparatively. According to the results, it is observed that the PP fiber additive significantly changed the behavior of the reinforced concrete beams, and the fiber effect decreased in proportion to the increase of the stirrup rate. It has been observed that the cracks spread more to the beam surfaces with the increase of PP fibers. In addition, the increase in the fiber ratio especially in the non-stirrup beams increases the bending capacity. | en_US |
dc.language.iso | en | en_US |
dc.publisher | BUDAPEST UNIV TECHNOLOGY ECONOMICS | en_US |
dc.relation.ispartof | PERIODICA POLYTECHNICA-CIVIL ENGINEERING | en_US |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.subject | Reinforced Concrete Beam | en_US |
dc.subject | Stirrup Ratio | en_US |
dc.subject | Polypropylene Fiber | en_US |
dc.subject | Experimental Study | en_US |
dc.subject | Damage Mechanic | en_US |
dc.subject | Effective-Depth Ratio | en_US |
dc.subject | Shear Behavior | en_US |
dc.subject | Steel Fiber | en_US |
dc.subject | Flexural Behavior | en_US |
dc.subject | Rc Beams | en_US |
dc.subject | Performance | en_US |
dc.subject | Strength | en_US |
dc.title | Effect of Stirrup Spacing and Polypropylene Fiber Ratio on Behavior of Reinforced Concrete Beams | en_US |
dc.type | Article | en_US |
dc.identifier.doi | 10.3311/PPci.16802 | - |
dc.identifier.scopus | 2-s2.0-85103199455 | en_US |
dc.department | Fakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümü | en_US |
dc.identifier.volume | 65 | en_US |
dc.identifier.issue | 2 | en_US |
dc.identifier.startpage | 522 | en_US |
dc.identifier.endpage | 536 | en_US |
dc.identifier.wos | WOS:000627910900014 | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.authorscopusid | 55867453300 | - |
dc.authorscopusid | 57222559066 | - |
dc.authorscopusid | 6504594167 | - |
dc.identifier.scopusquality | Q3 | - |
item.openairetype | Article | - |
item.languageiso639-1 | en | - |
item.cerifentitytype | Publications | - |
item.grantfulltext | open | - |
item.fulltext | With Fulltext | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
crisitem.author.dept | 02.02. Department of Civil Engineering | - |
crisitem.author.dept | 07. 07. Department of Construction Technology | - |
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 |
Files in This Item:
File | Size | Format | |
---|---|---|---|
16802-Article Text PDF-92318-2-10-20210310.pdf | 7.59 MB | Adobe PDF | View/Open |
CORE Recommender
SCOPUSTM
Citations
1
checked on Mar 23, 2024
WEB OF SCIENCETM
Citations
3
checked on Mar 23, 2024
Page view(s)
114
checked on Mar 25, 2024
Download(s)
50
checked on Mar 25, 2024
Google ScholarTM
Check
Altmetric
Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.