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이음된 GFRP 보강근으로 보강된 콘크리트 보의 휨 거동에 대한 이음길이 효과Effects of Spliced Length on Flexural Behavior of Concrte Beams Reinforced with Lab Spliced GFRP bar
- Other Titles
- Effects of Spliced Length on Flexural Behavior of Concrte Beams Reinforced with Lab Spliced GFRP bar
- Issue Date
- Apr-2012
- Publisher
- 대한건축학회
- Keywords
- 주택유형; GFRP보강근; 콘크리트 보; 이음길이; GFRP reinforcing Bar; Concrete Beam; Splice Length
- Citation
- 대한건축학회 춘계학술발표대회논문집 구조계, v.32, no.1, pp.31 - 32
- Indexed
- OTHER
- Journal Title
- 대한건축학회 춘계학술발표대회논문집 구조계
- Volume
- 32
- Number
- 1
- Start Page
- 31
- End Page
- 32
- ISSN
- 2092-7827
- Abstract
- Corrosion of the steel reinforcement in a cold and saline environment leads to the overall deterioration of reinforced concrete structures. To avoid such deterioration, Glass Fiber Reinforcement Polymer(GFRP) rebars are used in place of steel reinforcement. In the present paper, in order to examine the effect of lap-spliced length, nonlinear finite element analyses are performed. Analytical results of 6 concrete beams reinforced with spliced FRP rods are reported including parameters of splice length(0db, 30db, 45db, 60db, 75db, 90db).
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Collections - 서울 공과대학 > 서울 건축공학부 > 1. Journal Articles
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Related Researcher
- Choi, Chang Sik
- COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)