Earticle

초록

영어

The effects of bar deformation properties on bond of steel reinforcing bars to concrete are experimentally studied to predict the lap splice strength. Based on the previous research about high relative rib area, lap splice strength of reinforcing bars can be improved by the control of rib height and spacing.
This paper describes the testing and analysis of 28 beam-spliced specimens containing D32, D29, D25, D22, D19 with relative rib areas ranging from 0.060 to 0.162.
The tests are analyzed to determine the effect of relative rib area(Rr) on the increase in lap splice strength. The tests also provide a preliminary indication of the effects of high relative rib area on the splice strength of uncoated bars

목차

Abstract
 1. 서론
 2. 기존 연구 고찰
 3. 상대마디면적의 정의
 4. 실험 계획, 방법 및 결과 분석
  4.1 실험 계획
  4.2 시험체 제작 및 실험 방법
  4.3 모멘트-처짐각 곡선
  4.4 파괴 및 균열 양상
  4.5 부착응력-상대마디면적 곡선
 5. 변수별 부착응력 분석
 6. 결론
 참고문헌

저자

• 박성규 [ Park, Sung Gyu | 호서대학교 대학원 석사과정 ]
• 홍건호 [ Hong, Geon ho | 호서대학교 건축공학과 교수, 공학박사 ]
• 최완철 [ Choi, Oan Chul | 숭실대학교 건축공학과 교수, 공학박사 ]

참고문헌