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Cfrp-Confined Concrete Columns Under Different Environmental Conditions

dc.authorid Yaman, Ismail Ozgur/0000-0001-6489-6852
dc.authorscopusid 36720357400
dc.authorscopusid 6602933936
dc.authorscopusid 8237929200
dc.authorwosid Akyuz, Ugurhan/Aaf-6575-2021
dc.authorwosid Yaman, Ismail/Aal-7451-2020
dc.authorwosid Erdil, Baris/Lxv-9472-2024
dc.contributor.author Erdil, Baris
dc.contributor.author Akyuz, Ugurhan
dc.contributor.author Yaman, Ismail Ozgur
dc.date.accessioned 2025-05-10T17:44:10Z
dc.date.available 2025-05-10T17:44:10Z
dc.date.issued 2013
dc.department T.C. Van Yüzüncü Yıl Üniversitesi en_US
dc.department-temp [Erdil, Baris] Yuzuncu Yil Univ, Dept Civil Engn, Van, Turkey; [Akyuz, Ugurhan] Middle E Tech Univ, Struct Engn Lab, Dept Civil Engn, TR-06531 Ankara, Turkey; [Yaman, Ismail Ozgur] Middle E Tech Univ, Mat Construct Lab, Dept Civil Engn, TR-06531 Ankara, Turkey en_US
dc.description Yaman, Ismail Ozgur/0000-0001-6489-6852 en_US
dc.description.abstract The behaviour of carbon fibre reinforced polymer-confined cylindrical and prismatic concrete specimens subjected to several different environmental conditions was investigated in four groups. The first group of specimens was used as a reference. In the second group, specimens were exposed to dry heating-cooling (H-C) cycles in the environmental test chamber (ETC), whereas specimens in the third group were kept in water while simultaneously being subjected to H-C cycles in the ETC. Finally, the last group of specimens was kept outside of the laboratory to determine the outdoor environmental effect. After the ageing phase, specimens were tested under monotonic uniaxial loading to determine the change in their mechanical properties. Cylindrical specimens were observed not to be significantly affected by H-C cycles with the exception of their ultimate strain, which decreased under outdoor conditions. As for the prismatic specimens, dry H-C cycles were found to reduce strength by up to 24% and strain by up to 33%. Wet H-C cycles and outdoor exposure were seen to decrease further the strength and ultimate strain of prismatic specimens. en_US
dc.description.sponsorship Scientific and Technological Research Council of Turkey TUBITAK [ICTAG I599]; METU [BAP-08-11-DPT-2002K120510] en_US
dc.description.sponsorship The authors would like to express their sincere appreciation to the Scientific and Technological Research Council of Turkey TUBITAK (project no: ICTAG I599) and METU (BAP-08-11-DPT-2002K120510) for their financial support. en_US
dc.description.woscitationindex Science Citation Index Expanded
dc.identifier.doi 10.1680/macr.12.00148
dc.identifier.endpage 743 en_US
dc.identifier.issn 0024-9831
dc.identifier.issue 12 en_US
dc.identifier.scopus 2-s2.0-84880751133
dc.identifier.scopusquality Q2
dc.identifier.startpage 731 en_US
dc.identifier.uri https://doi.org/10.1680/macr.12.00148
dc.identifier.uri https://hdl.handle.net/20.500.14720/16097
dc.identifier.volume 65 en_US
dc.identifier.wos WOS:000319562500003
dc.identifier.wosquality Q2
dc.language.iso en en_US
dc.publisher Ice Publishing en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.title Cfrp-Confined Concrete Columns Under Different Environmental Conditions en_US
dc.type Article en_US

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