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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2018.12
- 수록면
- 129 - 135 (7page)
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초록· 키워드
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In order to compare the development performance of headed reinforcing bar and straight reinforcing bar in tension for steel fiber reinforced concrete (SFRC), pullout test of specimens with reinforcing bar which was anchored on simple beam perpendicularly was conducted. The experimental variables were steel fiber volume ratio (V<SUB>Rsf</SUB>), concrete compressive strength, and existence of head. As the result of test, splitting failure of concrete in the development direction of reinforcing bar in most specimens was observed. For development detail of headed reinforcing deformation bar, specimens with 1% V<SUB>Rsf</SUB> showed approximately 63%~119% increase in pullout strength compare to specimens with 0% V<SUB>Rsf</SUB>. Test result shows that SFRC is more effective in increasing pullout strength for headed reinforcing bars than increasing pullout strength of straight bars.
목차
Abstract
1. INTRODUCTION
2. EXPERIMENT
3. EXPERIMENT RESULT
4. CONCLUSION
REFERENCES
참고문헌 (5)
참고문헌 신청
ACI Committee 318. (2014) Building Code Requirements for Structural Concrete (ACI 318-14).
Chun, S. C. & Lee, J. G.(2013) Strengths of Lap Splices Anchored by SD600 Headed Bars, Journal of the Korea Concrete Institute, 25(2), p.217-224.
Kim, S. H.(2015) Experimental Study on Effect of Confinement Details for Lap Splice of Headed Deformed Reinforcing Bars in Grade SD400 and SD500, Journal of the Korea Institute for Structural Maintenance and Inspection, 19(1), p.62-71.
Korea Concrete Institute. (2012) KCI2012-Korean Concrete Structure Code.
Thompson, M. K.(2002) The Anchorage Behavior of Headed Reinforcement in CCT Nodes and Lap Splices, The doctoral dissertation, University of Texas at Austin.
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UCI(KEPA) : I410-ECN-0101-2019-540-000294140