Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 심종성 | - |
dc.date.accessioned | 2021-10-29T00:40:13Z | - |
dc.date.available | 2021-10-29T00:40:13Z | - |
dc.date.issued | 2009-11 | - |
dc.identifier.citation | 한국구조물진단유지관리공학회 학술발표회 논문집, v. 13, no. 2, page. 481-484 | en_US |
dc.identifier.uri | https://kiss.kstudy.com/thesis/thesis-view.asp?key=3843238 | - |
dc.identifier.uri | https://repository.hanyang.ac.kr/handle/20.500.11754/165949 | - |
dc.description.abstract | This study is to examine bond strength of beam reinforced with GFRP rebar under 4-point bending test by adopting BRITISH STANDARD that is used to investigate effect of concrete in bonding test. The test variables were made to have bonding length of 15times(15db), 17.5times(17.5db) and 20times(20db) of the nominal diameter of GFRP, CFRP rebar and were done to analyze the relationship between the bonding strength and the slip. In the result of the test, a pattern of the concrete splitting failure appeared in all specimens and the bond strength of CFRP rebar(20db) is shown in the lowest value. | en_US |
dc.description.sponsorship | 본 연구는 2007년 한양대학교와 삼성물산의의 BK21 공동연구로 수행되었으며, 저자들은 한양대학교 BK21사업단과 삼성물산의 아낌없는 지원에 감사드립니다. | en_US |
dc.language.iso | ko_KR | en_US |
dc.publisher | 한국구조물진단유지관리공학회 | en_US |
dc.title | FRP Rod 종류별 묻힘길이에 따른 부착응력에 대한 연구 | en_US |
dc.title.alternative | A Study on Flexural Bonding Strength for Embedded Length of FRP Rods | en_US |
dc.type | Article | en_US |
dc.relation.no | 2 | - |
dc.relation.volume | 13 | - |
dc.relation.page | 481-484 | - |
dc.contributor.googleauthor | 심종성 | - |
dc.contributor.googleauthor | 강태성 | - |
dc.contributor.googleauthor | 박지수 | - |
dc.contributor.googleauthor | 이현기 | - |
dc.contributor.googleauthor | 이형호 | - |
dc.sector.campus | E | - |
dc.sector.daehak | COLLEGE OF ENGINEERING SCIENCES[E] | - |
dc.sector.department | DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING | - |
dc.identifier.pid | jssim | - |
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