Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 신성우 | - |
dc.date.accessioned | 2019-07-30T07:37:56Z | - |
dc.date.available | 2019-07-30T07:37:56Z | - |
dc.date.issued | 2006-05 | - |
dc.identifier.citation | 한국콘크리트학회 2006년도 봄 학술발표회 논문집, Page. 114 - 117 | en_US |
dc.identifier.uri | http://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE02290680&language=ko_KR | - |
dc.identifier.uri | https://repository.hanyang.ac.kr/handle/20.500.11754/108004 | - |
dc.description.abstract | Concrete beams reinforced with fiber reinforced polymer (FRP) bars exhibit large deflection and crack width as compared to concrete beams reinforced steel due to modulus of elasticity of FRP bars. Current design code for prediction and crack width developed in concrete structures reinforced with steel bars may not be used for concrete beams reinforced with FRP bars. Thus a number of researcher have attempted to propose modifications to the ACI 318 empirical equation for estimating the effective moment of inertia of reinforced concrete beams. Others used numerical method to calculate the deflection. The purpose of this paper is to evaluation of methods of ACI 440.1 R-01, ISIS Canada design manual, and others for predicting deflection for glass fiber reinforced polymer reinforced concrete beams. | - |
dc.language.iso | ko_KR | en_US |
dc.publisher | 한국콘크리트학회 | en_US |
dc.title | FRP보강근을 사용한 콘크리트 보의 처짐예측 | en_US |
dc.title.alternative | Deflection Prediction of Concrete Beams Reinforced with Fiber Reinforced Polymer(FRP) Bars | en_US |
dc.type | Article | en_US |
dc.contributor.googleauthor | 김재생 | - |
dc.contributor.googleauthor | 서대원 | - |
dc.contributor.googleauthor | 한범석 | - |
dc.contributor.googleauthor | 안종문 | - |
dc.contributor.googleauthor | 신성우 | - |
dc.contributor.googleauthor | 박영환 | - |
dc.sector.campus | E | - |
dc.sector.daehak | COLLEGE OF ENGINEERING SCIENCES[E] | - |
dc.sector.department | DIVISION OF ARCHITECTURE | - |
dc.identifier.pid | swshin | - |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.