겹침이음된 초고강도콘크리트 보의 휨강도에 횡방향보강 요소가 미치는 영향 = Influence of transverse reinforcement elements for flexural strength of lap spliced ultra- high-strength reinforced concrete beams

다국어 초록 (Multilingual Abstract)

In this study, lap spliced ultra-high strength reinforced concrete beams were tested and the code criteria for calculating the lap splice length which was affected by the transverse reinforcement and concrete covering performance were reviewed. The main variables for test were set as fiber volume fraction and transverse reinforcing bar arrangement to improve the confining performance of the concrete cover. The change of the confining performance of concrete cover according to the increase in the fiber mixing amount at 1% and 2% volume ratio was examined, and D10 stirrups with a spacing of 100 mm were placed in the lap spliced region. As a result of the test, the specimens confined by the stirrups showed a sudden drop of load bearing capacity with horizontal cracking at the position of tensile longitudinal reinforcement. However, horizontal cracks were not appeared at the location of longitudinal reinforcement for the specimens with steel fiber. And these specimens showed gradual decrease of load bearing capacity after experiencing peak load. In particular, it was found that the strain at the position of the tensile longitudinal reinforcements of the specimens to which the mixing ratio of 2% was applied exceeds the yield strain. As a result of measuring the strain on the concrete surface, it was found that the fiber was more effective in preventing damage to the concrete surface than the stirrups for short lap spliced region.

국문 초록 (Abstract)

본 연구에서는 초고강도 콘크리트에 적용된 겹침 이음의 안전성을 평가하기 위해 초고강도콘크리트 보의 휨성능을 평가하였다. 설계기준에서 정하고 있는 정착 길이 및 겹침이음 길이 산정식에서 겹침이음 길이에 영향을 미치는 횡보강근과 콘크리트 피복 성능의 검토가 수행되었다. 주요 변수는 콘크리트 피복의 구속 성능 증진을 위한 섬유의 혼입과 횡방향철근 배치로 설정하였다. 강섬유가 혼입되었으며 1% 및 2% 부피비로 섬유의 혼입량 증가에 따른 콘크리트 피복 성능의 변화를 검토하였으며, 이음 구간 내에 간격 100mm의 D10 스터럽이 배치되도록 하였다. 실험 결과, 스터럽으로 구속된 실험체는 주인장철근 방향으로의 수평균열 진전과 함께 급격한 하중저하 현상이 나타났으며, 강섬유로 보강된 실험체의 경우 주인장철근 방향의 균열 확대가 억제되고 급작스러운 하중지지능력의 상실을 경험하지 않는 것으로 나타났다. 특히, 2% 의 혼입률이 적용된 실험체의 주인장철근 위치의 변형률은 항복 변형률을 초과하는 것으로 나타났다. 콘크리트 표면에 대한 변형률 측정 결과 철근보다는 섬유가 더 콘크리트 표면의 손상을 방지하는 데에 효과적인 것으로 나타났다.

참고문헌 (Reference)

1 Zuo, J., "Splice Strength of Conventional and High Relative Rib Area Bars in Normal and High-Strength Concrete" 97 (97): 630-641, 2000

2 Orangun, C. O., "Reevaluation of Test Data on Development Length and Splices" 74 (74): 114-122, 1977

3 Richard, P., "Reactive powder concretes with high ductility and 200-800 MPa compressive strength" 144 : 507-518, 1994

4 KCI, "KCI Model Code 2017"

5 Code, P., "Eurocode 2: design of concrete structures-part 1–1: general rules and rules for buildings"

6 Darwin, D., "Effect of Deformation Height and Spacing on Bond Strength of Reinforcing Bars" 90 (90): 646-657, 1993

7 Darwin, D., "Effect of Deformation Height and Spacing on Bond Strength of Reinforcing Bars" University of Kansas Center for Research 68-, 1993

8 Tepfers, R., "Cracking of concrete cover along anchored deformed reinforcing bars" 31 (31): 3-12, 1979

9 Zuo, J., "Bond Strength of High Relative Rib Area Reinforcing Bars" University of Kansas Center for Research 350-, 1998

10 "ACI Committee 408, Bond and Development of Straight Reinforcing Bars in Tension (ACI 408R-03)"