[논문]FRP를 보강근으로 사용한 콘크리트 부재의 휨-부착 거동 평가방법에 관한 연구

최소영; 최명성; 김일순; 양은익

doi:10.11112/jksmi.2021.25.5.149

FRP를 보강근으로 사용한 콘크리트 부재의 휨-부착 거동 평가방법에 관한 연구
A Study on the Evaluation Method to Flexural-bonding Behavior of FRP-Rebar Concrete Member 원문보기

한국구조물진단유지관리공학회 논문집 = Journal of the Korea Institute for Structural Maintenance and Inspection, v.25 no.5, 2021년, pp.149 - 156

최소영 (강릉원주대학교 방재연구소) , 최명성 (단국대학교, 토목환경공학과) , 김일순 (강릉원주대학교 방재연구소) , 양은익 (강릉원주대학교, 토목공학과)

초록
AI-Helper

FRP 보강근은 철근-콘크리트 부재의 부식 문제를 해결하기 위해 제안되어왔으나, FRP는 높은 인장강도, 낮은 연성 및 선형 탄성 거동으로 인해 하중이 전달될 때 콘크리트와 보강재 사이의 부착 메커니즘이 다르다. 그러므로, FRP-Rebar와 콘크리트 사이의 부착 거동은 주의 깊게 검토해야 한다. 이를 위해 직접 인발 실험이 간단하게 부착 거동을 평가할 수 있으므로 사용됐으나, 직접인발의 실험 결과는 실제 FRP를 보강근으로 사용한 콘크리트 부재의 휨-부착 거동과 다르다. 그러므로 실제 휨-부착 거동을 평가할 방안이 필요하다. 본 연구에서는 FRP를 보강근으로 사용한 콘크리트 부재의 휨-부착 거동에 대한 평가방법을 검토하고 비교하였다. 그 결과, 겹침이음이 있는 부재의 실험 방법이 실제 휨-부착 특성을 잘 반영할 수 있으나 다른 실험방법보다 시험체의 단면 및 지간이 커야 하고 시험체의 설계 및 해석이 복잡하다. 한편, 아치가 있는 부재 실험은 모멘트 팔길이의 변화를 무시하는 평형 방정식을 기반으로 한 힌지가 있는 부재 실험과 달리 콘크리트의 영향을 반영할 수 있으나, 휨-부착에 의한 파괴 이전에 전단파괴의 우려가 있다.

Abstract ▼ AI-Helper

FRP has been proposed to replace the steel as a reinforcement in the concrete structures for addressing the corrosion issue. However, FRP-Rebar does not behave in the same manner as steel because the properties of FRP are different. For example, FRP-Rebar has a high tensile strength, low stiffness, and linear elastic behavior which results in a difference bonding mechanism to transfer the load between the reinforcement and the surrounding concrete. Therefore, bonding behavior between FRP-Rebar and concrete has to be investigated using the bonding test. So, Pull-out test has been used to estimate bond behavior because it is simple. However, the results of pull-out test have a difference with flexural-boding behavior of FRP-Rebar concrete member. So, it is needed to evaluate the real fleuxral-bonding behavior. In this study, the evaluation method to flexural-bonding behavior of FRP-Rebar concrete member was reviewed and compared. It was found that the most accurate evaluation method for the fleuxral-bonding behavior of FRP-Rebar concrete member was splice beam test, however, the size and length of specimen have to increase than other test method and the design and analysis of splice beam is complex. Meanwhile, characteristics of concrete could be reflected by using arched beam test, unlike hinged beam test which is based on the ignored change of moment arm length in equilibrium equation. However, the possibility of shear failure exists before the flexural-bonding failure occur.

주제어

표/그림 (10)

그림 Fig. 1 Bond force transfer mechanisms (Tang and Cheng, 2020)
그림 Fig. 2 Distribution of bond stress by direct tension (Lee, 2011)
그림 Fig. 3 Distribution of bond stress by flexural tension (Lee, 2011)
그림 Fig. 4 Schematic of Beaㅌm-end test specimen (ASTM, 2015)
표 Table 1 Comparison of properties for test variables
그림 Fig. 5 Schematic of test apparatus (ASTM, 2015)
그림 Fig. 6 Schematic of hinged beam (RILEM, 1973; BSI, 2005)
그림 Fig. 7 Schematic of arched beam test specimen (BSI, 2000)
그림 Fig. 8 Schematic of beam anchorage test specimen (Noël and Parvizi, 2020)
그림 Fig. 9 Schematic of lap splice beam test specimen (Choi et al, 2012)

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