• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
• /
• pp.691-696
• /
• 2000

Shear strengthening method by steel plates and fiber reinforced polymer lamination has recently been favorably selected due to its efficiencies of duration and performance. Shear failure being brittle and difficult to predict, reinforced concrete structures must have sufficient capacity to absorb the energy for shear failure and to support temporarily the overload which may result due to the loss of shear capacity to the structure. These respects being considered, this research has carried out with the purpose of the experimental verification of the shear strengthening effect and ductility evaluation.

• 한국구조물진단유지관리공학회 논문집
• /
• 제22권4호
• /
• pp.100-107
• /
• 2018

본 연구의 목적은 철근콘크리트 휨 부재에 탄소섬유시트, 유리섬유시트, PET(polyethylene terephthalate) 섬유 등을 이용하여 보강했을 때, 보강재 종류, 보강재 물성, 보강량 등에 따른 보강효과를 파악하는 것이다. 변수별 보강효과를 파악하기 위해 가상의 휨부재를 기준실험체로 선정하여, 기준실험체에 대해 항복단면과 극한단면일 때의 모멘트-곡률 관계를 파악하였다. 보강하지 않은 기준실험체에 보강재 종류, 보강재 물성, 보강량 등 다양한 변수를 적용하여 총 11개의 실험체의 모멘트-곡률 곡선을 비교하였다. 분석 결과, 보강하지 않은 실험체에 비해 보강한 실험체의 휨강도는 높게 나타났다. 그러나 연성에 대해서는 보강하지 않은 기준실험체가 가장 우수한 것으로 나타났다. 변수별 휨 보강효과는 보강량이 많고, 파괴시 재료강도가 높을수록 우수하게 나타났으며, 연성효과는 보강재의 파괴시 변형률이 높을수록 우수한 것으로 나타났다. 손상 전과 손상 후의 보강효과에 대해서는 휨보강 효과와 연성효과 모두 10% 이내로 미미하게 나타나 손상상태에 있더라도 온전한 상태로 해석해도 큰 차이가 없을 것으로 판단된다.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
• /
• pp.469-474
• /
• 2002

Recently fiber sheets are used for strengthening the damaged concrete structures due to its many advantages such as its durability, non-corrosive nature, low weight, ease of application, cost saving, control of crack propagation, strength to thickness ratio, high tensile strength, serviceability and aesthetic. However, the lack of analytical procedures for predicting the nominal moment capacity by the fiber sheet reinforcement leads to difficulties in the effective process of decisions of the factors in the strengthening procedure. In this work, flexural strengthening effects by fiber sheets bonded on soffit and web of the member are theoretically studied for the reinforced concrete T beam. The analytical solutions are compared with experimental results of several references to verify the proposed approach.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 1998년도 봄 학술발표회 논문집
• /
• pp.117-124
• /
• 1998

Static load tests were performed to propose the appropriate strengthening method of R/C deep beam using Carbon Fiber Sheets and compared to those of nonlinear structural analysis. Fiber direction and anchorage method on the deep beam specimen were chosen as experimental variables, which lead to the following conclusions that initial shear cracks are independent of strengthening method and fiber directions perpendicular to the expected fracture mode, which was given by the nonlinear structural analysis, show better performance compared to those of horizontal and vertical fiber directions.

• 한국주조공학회지
• /
• 제11권4호
• /
• pp.293-302
• /
• 1991

Aluminum alloy matrix composites reinforced with various amounts of $Al_2O_3$ short fibers have been produced by a combined technique of rheo-compocasting and hot extrusion. Distribution of fibers in the composites fabricated by rheo-compocasting was relatively uniform. A good degree of uniaxial fiber alignment has been achieved by hot extrusion, but a lot of fibers fractured during extrusion. The tendency of fiber fracturing increases as the aspect ratio and the amount of fibers increase. Relatively good bonding between fiber and matrix was obtained by the formation of $MgAl_2O_4$ and Mg(Al, Fe)$_2O_4$ at the interface between fiber and matrix. In extruded composites, fiber-strengthening effect was relatively small since a lot of fibers fractured during hot extrusion. On the other hand, dispersion strengthening effect may increase. In order to improve the fiber strengthening effect, it is important to optimize the extrusion condition with consideration of metal flow in extrusion die.

• 한국구조물진단유지관리공학회 논문집
• /
• 제7권1호
• /
• pp.165-172
• /
• 2003

The fatigue problem of Prestressed Concrete(PSC) bridges are more serious than the other type of concrete bridges, because the cross sectional area and self weight of PSC bridges are smaller. The endurance of strengthening methods for PSC bridges are tested in this study. Glass fiber sheeting and external post-tensioning methods were applied. 1/5 scale PSC beams were made for fatigue test, same as static test. The range of repeated load is from 10% to 80% of yielding load with sine curve. The experimental results show that the failure cycle of strengthened members are increased compare to non-strengthened members. The members strengthened with glass fiber show better enhancement in fatigue problem than the members strengthened with external post-tensioning method, though the adhesion of glass fiber and concrete is failed, as increase of crack. With these experimental results, it can be said that the strengthening methods used in this study are efficient at extending the life time of aged PSC bridges.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
• /
• pp.644-647
• /
• 2004

Modulus of rupture (MOR) and flexural toughness in hybrid fiber reinforced cement pastes mixed with micro-fiber (carbon fiber) and macro-fiber (steel fiber) and replaced with silica fume according to the fixed ratio were researched. Reinforcing efficiency in specimens were estimated by two factors, such as strengthening factor $(F_s)$ and toughening factor $(F_t)$, which were calculated from the analysis of variance (ANOVA) of the response values, such as MOR and absorbtion energy $(W_0)$. According to the experimental design by the fractional orthogonal array, nine hybrid fibrous reinforced paste series and one non-reinforced control paste were manufactured. Specimens of each series were tested by the INSTRON Inc. 8502(model) equipment in three-points bending and then measured the load-deflection response relationships. Considerable strengthening of cement pastes resulted in' the case of other factors without carbon fiber and toughening of cement pastes about all factors showed high. Based on the significance of factors related to response values from ANOVA, following assessments were available; $F_s$ or MOR: silica fume $\gg$ steel fiber $\gg$ carbon fiber; $F_t\;or\;W_0$: steel fiber > carbon fiber > silica fume. Optimized composition condition was estimated by steel fiber of $1.5\%$, carbon fiber of $0.5\%$ and silica fume $7.5\%$ in side of strengthening and steel fiber of $1.5\%$, carbon fiber of $0.75\%$ and silica fume $7.5\%$ in side of toughening.

• 한국구조물진단유지관리공학회 논문집
• /
• 제10권4호
• /
• pp.119-126
• /
• 2006

본 논문에서는 철근콘크리트 보에 탄소섬유시트를 부착했을 때와 부착 후 전단철근에 정착했을 때 발생하는 휨 보강 효과에 대한 연구결과를 제시한다. 이를 위해 총 6 개의 $150mm{\times}250mm{\times}2000mm$ 크기의 철근콘크리트 보 실험체를 제작하였다. 탄소섬유시트의 부착과 정착 위치에 따라 보의 휨강도 보강효과를 연구하였고 이로부터 전단철근에 탄소섬유시트를 정착했을 때 보의 휨강도가 현저하게 증가한다는 것을 알 수 있었다. 또한 여러 가지 정착위치 중에서 다정착 시트가 가장 효과적인 보강효과를 나타내었고 무보강 보 실험체에 비해 53%의 휨강도 증진효과를 나타내었다.

• 한국구조물진단유지관리공학회 논문집
• /
• 제10권1호
• /
• pp.183-189
• /
• 2006

RC 구조물에 대하여 FRP로 보수 보강 작업시, 주변 온도에 따른 일정기간의 양생을 필요로 하며 또한 양생과정 중 외부의 진동원으로부터 유해한 작용을 받는 것을 피하는 것이 바람직하다. 따라서 본 연구에서는 탄소섬유쉬트(CFS)로 보강되는 RC구조물에 대하여, CFS양생과정 중 작용하는 반복하중이 보강성능에 미치는 영향을 일련의 보 실험을 통하여 분석하였다. 실험결과 CFS 1겹 보강의 경우에는 CFS부착 후 24시간, 2겹 보강의 경우에는 12시간동안 외부로부터의 반복하중을 차단하는 것이 필요한 것으로 판단되었다.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1998년도 봄 학술발표회논문집(II)
• /
• pp.579-584
• /
• 1998

The purpose of this study is to evaluate the flexural strengthening effects of RC beams reinforced with carbon fiber sheets (CFS) in variable of strengthening amount and anchorage length of CFS. This study can be summarized as follows. The CFS shares the tensile stress such as rebar during loading test. Also, as the strengthening amount of CFS is increased, the maximum flexural strength of RC beams reinforced with CFS is increased. Therefore, it is confirmed that the CFS's strengthening method is very effective to improve the flexural strength of RC beams. The maximum flexural strength of RC beams with CFS is determined by bond failure between CFS and concrete surface. So, the evaluation of CFS's strengthening effect can be calculated using the tensile stress of CFS which is peeling. When the anchorage length of CFS. But, in case of same anchorage length of CFS, when the strengthening amount of CFA is increased, the ductility is decreased. Therefore, it is considered that the anchorage of CFS in the end zone is necessary.