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dc.contributor.author류두열-
dc.date.accessioned2016-11-09T05:15:12Z-
dc.date.available2016-11-09T05:15:12Z-
dc.date.issued2015-04-
dc.identifier.citationPOLYMER COMPOSITES, v. 36, Page. 722-730en_US
dc.identifier.issn0272-8397-
dc.identifier.issn1548-0569-
dc.identifier.urihttp://onlinelibrary.wiley.com/doi/10.1002/pc.22991/abstract;jsessionid=4C3220128F0BFEDDD8FF01D19DE39DEC.f04t02-
dc.identifier.urihttp://hdl.handle.net/20.500.11754/24256-
dc.description.abstractThe objectives of this study were twofold. The first was to investigate the compressive and flexural behaviors of small-sized concrete specimens strengthened with sprayed fiber reinforced polymer (SFRP), considering various fiber lengths, fiber volumes, and concrete strengths. The second was to evaluate the strengthening effects of SFRP on the flexural behaviors of large-sized reinforced concrete beams. U-shaped strips and shear keys were applied to the test specimens to improve the interfacial bond resistance between the concrete surface and SFRP. POLYM. COMPOS., 36:722-730, 2015. (c) 2014 Society of Plastics Engineersen_US
dc.description.sponsorshipThis work was supported by the National Research Foundation of Korea (NRF) grant, funded by the Korean government (MEST) (No. 2012R1A2A1A05026406).en_US
dc.language.isoenen_US
dc.publisherWILEY-BLACKWELLen_US
dc.titleStrengthening Effects of Sprayed Fiber Reinforced Polymers on Concreteen_US
dc.typeArticleen_US
dc.relation.volume36-
dc.identifier.doi10.1002/pc.22991-
dc.relation.page722-730-
dc.relation.journalPOLYMER COMPOSITES-
dc.contributor.googleauthorKwon, Ki Yeon-
dc.contributor.googleauthorYoo, Doo-Yeol-
dc.contributor.googleauthorHan, Seung-Chul-
dc.contributor.googleauthorYoon, Young-Soo-
dc.relation.code2015003502-
dc.sector.campusS-
dc.sector.daehakCOLLEGE OF ENGINEERING[S]-
dc.sector.departmentDEPARTMENT OF ARCHITECTURAL ENGINEERING-
dc.identifier.piddyyoo-
Appears in Collections:
COLLEGE OF ENGINEERING[S](공과대학) > ARCHITECTURAL ENGINEERING(건축공학부) > Articles
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