Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.13091/3178
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Aksoylu, Ceyhun | - |
dc.contributor.author | Özkılıç, Yasin Onuralp | - |
dc.contributor.author | Madenci, Emrah | - |
dc.contributor.author | Safonov, Alexander | - |
dc.date.accessioned | 2022-11-28T16:54:45Z | - |
dc.date.available | 2022-11-28T16:54:45Z | - |
dc.date.issued | 2022 | - |
dc.identifier.issn | 2073-4360 | - |
dc.identifier.uri | https://doi.org/10.3390/polym14194095 | - |
dc.identifier.uri | https://doi.org/10.3390/polym14194095 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.13091/3178 | - |
dc.description.abstract | Web openings often need to be created in structural elements for the passage of utility ducts and/or pipes. Such web openings reduce the cross-sectional area of the structural element in the affected region, leading to a decrease in its load-carrying capacity and stiffness. This paper experimentally studies the effect of web openings on the response of pultruded fiber-reinforced polymer (PFRP) composite profiles under compressive loads. A number of specimens have been processed to examine the behavior of PFRP profiles strengthened with one or more web openings. The effects of the size of the web opening and the FRP-strengthening scheme on the structural performance of PFRP profiles with FRP-strengthened web openings have been thoroughly analyzed and discussed. The decrease in load-carrying capacity of un-strengthened specimens varies between 7.9% and 66.4%, depending on the diameter of the web holes. It is observed that the diameter of the hole and the type of CFRP- or GFRP-strengthening method applied are very important parameters. All CFRP- and GFRP-strengthening alternatives were successful in the PFRP profiles, with diameter-to-width (D/W) ratios between 0.29 and 0.68. In addition, the load-carrying capacity after reinforcements made with CFRP and GFRP increased by 3.1-30.2% and 1.7-19.7%, respectively. Therefore, the pultruded profiles with openings are able to compensate for the reduction in load-carrying capacity due to holes, up to a D/W ratio of 0.32. The capacity significantly drops after a D/W ratio of 0.32. Moreover, the pultruded profile with CFRP wrapping is more likely to improve the load-carrying capacity compared to other wrappings. As a result, CFRP are recommended as preferred composite materials for strengthening alternatives. | en_US |
dc.language.iso | en | en_US |
dc.publisher | MDPI | en_US |
dc.relation.ispartof | Polymers | en_US |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.subject | hole | en_US |
dc.subject | composite materials | en_US |
dc.subject | EBR method | en_US |
dc.subject | fiber-reinforced materials | en_US |
dc.subject | compressive | en_US |
dc.subject | opening | en_US |
dc.subject | pultruded GFRP | en_US |
dc.subject | FRP wrapping | en_US |
dc.subject | Reinforced-Concrete Beams | en_US |
dc.subject | Mechanical-Properties | en_US |
dc.subject | Fatigue Behavior | en_US |
dc.subject | Frp Composites | en_US |
dc.subject | Rc Beams | en_US |
dc.subject | Cfrp | en_US |
dc.subject | Pressure | en_US |
dc.subject | Fibers | en_US |
dc.title | Compressive Behavior of Pultruded GFRP Boxes with Concentric Openings Strengthened by Different Composite Wrappings | en_US |
dc.type | Article | en_US |
dc.identifier.doi | 10.3390/polym14194095 | - |
dc.identifier.pmid | 36236043 | en_US |
dc.identifier.scopus | 2-s2.0-85139952312 | 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 | Madenci, Emrah/0000-0001-8279-9466 | - |
dc.authorid | Aksoylu, Ceyhun/0000-0002-1574-4251 | - |
dc.authorwosid | Özkılıç, Yasin Onuralp/AAA-9279-2019 | - |
dc.authorwosid | Madenci, Emrah/ABD-1971-2020 | - |
dc.identifier.volume | 14 | en_US |
dc.identifier.issue | 19 | en_US |
dc.identifier.wos | WOS:000868109900001 | en_US |
dc.institutionauthor | Aksoylu, Ceyhun | - |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.authorscopusid | 57193686945 | - |
dc.authorscopusid | 57203961386 | - |
dc.authorscopusid | 57194583422 | - |
dc.authorscopusid | 57198197819 | - |
dc.identifier.scopusquality | Q1 | - |
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 | - |
Appears in Collections: | Mühendislik ve Doğa Bilimleri Fakültesi Koleksiyonu PubMed İndeksli Yayınlar Koleksiyonu / PubMed Indexed Publications Collections Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections |
Files in This Item:
File | Size | Format | |
---|---|---|---|
polymers-14-04095-v2.pdf | 4.77 MB | Adobe PDF | View/Open |
CORE Recommender
SCOPUSTM
Citations
2
checked on Mar 23, 2024
WEB OF SCIENCETM
Citations
25
checked on Mar 23, 2024
Page view(s)
90
checked on Mar 25, 2024
Download(s)
26
checked on Mar 25, 2024
Google ScholarTM
Check
Altmetric
Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.