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      KCI등재

      개선된 마디형상 철근의 부착성능에 대한 횡구속 효과

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      https://www.riss.kr/link?id=A60051956

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      다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

      High strength reinforcements were recently developed as the needs for high strength structural materials in building structure arose, and these were caused the increase of concerns about the bond properties of reinforcement. This paper reports the works about the beam splice tests which test variables were rib shape, confinement by the stirrups and concrete compressive strength. Total 8 simple beam type specimens which had the lap splice in the middle span zone were tested, and each specimen designed to occur the bond failure in the splice area of the beam before the tensile reinforcements yielded. Test data was analyzed to define the influence of the 3 variables in the viewpoint of bond strength, and compared with present local design code requirements and existing research results. Test results indicated that high relative rib area and the improvement of rib shape can increase the bond strength, and the confinement effect by placing the stirrups can increase the bond strength up to 8~36%. Local structural design code requirements for development and splice length of the reinforcement excessively underestimate the bond strength, and the proposed equation of ACI 408 committee rather agreed with the test results.
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      High strength reinforcements were recently developed as the needs for high strength structural materials in building structure arose, and these were caused the increase of concerns about the bond properties of reinforcement. This paper reports the wor...

      High strength reinforcements were recently developed as the needs for high strength structural materials in building structure arose, and these were caused the increase of concerns about the bond properties of reinforcement. This paper reports the works about the beam splice tests which test variables were rib shape, confinement by the stirrups and concrete compressive strength. Total 8 simple beam type specimens which had the lap splice in the middle span zone were tested, and each specimen designed to occur the bond failure in the splice area of the beam before the tensile reinforcements yielded. Test data was analyzed to define the influence of the 3 variables in the viewpoint of bond strength, and compared with present local design code requirements and existing research results. Test results indicated that high relative rib area and the improvement of rib shape can increase the bond strength, and the confinement effect by placing the stirrups can increase the bond strength up to 8~36%. Local structural design code requirements for development and splice length of the reinforcement excessively underestimate the bond strength, and the proposed equation of ACI 408 committee rather agreed with the test results.

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      목차 (Table of Contents)

      • Abstract
      • 1. 서론
      • 2. 정착 및 이음길이 설계기준 분석
      • 3. 실험 계획 및 방법
      • 4. 부착강도 비교
      • Abstract
      • 1. 서론
      • 2. 정착 및 이음길이 설계기준 분석
      • 3. 실험 계획 및 방법
      • 4. 부착강도 비교
      • 5. 횡구속 철근 영향에 따른 부착강도 분석
      • 6. 결론
      • 참고문헌
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      참고문헌 (Reference)

      1 정영수, "콘크리트구조설계기준 해설" 한국콘크리트학회 203-234, 2007

      2 홍건호, "철근 마디 형상에 따른 RC 휨부재의 부착강도 평가" 한국콘크리트학회 23 (23): 393-400, 2011

      3 홍건호, "높은 마디면적 고강도 철근의 부착강도에 관한 실험적 연구" 한국콘크리트학회 17 (17): 375-384, 2005

      4 Darwin, D., "Splice strength of high relative rib area reinforcing bars" 95-106, 1996

      5 ACI Committee 408, "Splice and development length of high relative rib area reinforcing bars in tension and commentary"

      6 Darwin, D., "Development length criteria for conventional and high relative rib area reinforcing bars" 347-358, 1996

      7 Hamad, B. S., "Bond strength improvement of reinforcing bars with specially designed rib geometries" 3-13, 1995

      8 Orangun, C. O., "A reevaluation of test data on development length and splices" 114-122, 1977

      1 정영수, "콘크리트구조설계기준 해설" 한국콘크리트학회 203-234, 2007

      2 홍건호, "철근 마디 형상에 따른 RC 휨부재의 부착강도 평가" 한국콘크리트학회 23 (23): 393-400, 2011

      3 홍건호, "높은 마디면적 고강도 철근의 부착강도에 관한 실험적 연구" 한국콘크리트학회 17 (17): 375-384, 2005

      4 Darwin, D., "Splice strength of high relative rib area reinforcing bars" 95-106, 1996

      5 ACI Committee 408, "Splice and development length of high relative rib area reinforcing bars in tension and commentary"

      6 Darwin, D., "Development length criteria for conventional and high relative rib area reinforcing bars" 347-358, 1996

      7 Hamad, B. S., "Bond strength improvement of reinforcing bars with specially designed rib geometries" 3-13, 1995

      8 Orangun, C. O., "A reevaluation of test data on development length and splices" 114-122, 1977

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      공동연구자 (7)

      유사연구자 (20) 활용도상위20명

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 계속평가 신청대상 (등재유지)
      2017-01-01 평가 우수등재학술지 선정 (계속평가)
      2013-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2011-03-25 학술지명변경 한글명 : 대한건축학회 논문집(구조계) -> 대한건축학회논문집 구조계
      외국어명 : Journal of the Architectural Institute of Korea(Structure & Construction) -> Journal of the Architectural Institute of Korea Structure & Construction
      KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2004-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2001-07-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.35 0.35 0.33
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.29 0.27 0.614 0.04
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