• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2013년도 춘계학술대회 논문집
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• pp.1317-1318
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• 2013

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회논문집(II)
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• pp.607-612
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• 1998

In this study, the behavior of R/C beam strengthened with carbon fiber laminate(C.F.L) is analyzed from the test results. Test parameters are the width, the thickness and the length of C.F.L. and method of construction. The failure mode and ultimate load are analyzed from these measured data. Test results shows that the peak moment of specimens strengthened with C.F.L is increased to 1.43~1.90 times of that of non-rehabilitation specimen. The wider lap width, larger amount of rehabilitation materials, the larger strength is obtained.

• Advanced Composite Materials
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• 제16권2호
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• pp.135-149
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• 2007

In the automobile industry, structural health monitoring of fiber reinforced polymer composite parts is a widespread need for maintenance before breakdown of the functional elements or a complete vehicle. High performance sensors are generally used in many of the structural health monitoring operations. Within this study, a carbon fiber sewing thread has been used as a low cost laminate failure sensing element. The experimentation plan was set up according to the electrical conductance and flexibility of carbon fiber threads, advantages of preforming operations, and sewing mechanisms. The influence of the single thread damages by changing the electrical resistance and monitoring the impact location by using carbon thread sensors has been performed. Innovative utilization of relatively cost-effective carbon threads for monitoring the delamination of metallic inserts from the basic composite laminate structure is a highlighting feature of this study.

• 콘크리트학회지
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• 제10권6호
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• pp.345-352
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• 1998

본 연구에서는 에폭시 모르터를 접착제로 사용한 탄소섬유판 접착공법을 사용하여 철그콘크리트 구조물의 주요부재인 압축부재를 간격, 두께, 폭, 겹수 및 이음길이의 변수로 하여 횡보강한 콘크리트 압축부재의 구조적 거동에 관한 연구를 실험적으로 진행하였다. 파괴양상은 보강된 시험체 모두가 보강재인 탄소섬유판의 인장파단과 동시에 급작스러운 취성파괴로 파괴를 보여주었다. 연구결과 압축부재 시험체를 동일한 조건으로 횡보강할 경우, 시험체의 지름에 대한 길이의 비가 다르더라고 횡보강도니 시험체의 구조적 거동은 같게 나타났다. 압축부재 시험체의 보강효과는 보강재의 간격이 좁을수록 동일하중에서의 변위는 작아지고, 연성이 커지는 것으로 나타났으며, 보강재의 폭이 다르더라도 보강량과 보강겹수가 같으면 횡보강효과는 거의 같은 것으로 나타났다. 또한 횡보강 시, 보강재 두께가 증가하면 그와 비례하여 횡보강효과도 증가하는 것으로 나타났다. 보강재의 겹수가 증가할 경우 보강재 겹수 증가에 의한 보강효과 증가는 비례적이지 않을 것으로 나타났다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 추계학술대회논문집A
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• pp.204-209
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• 2001

In this research, the effects of fiber stacking sequence on damage behaviors of FML(Fiber Metal Laminates) subject to indentation loading. SOP (Singly Oriented Ply) FML and angle ply FML were fabricated to study fiber orientation effects and angle ply effects. FML were fabricated by using 1050 aluminum laminate and carbon/epoxy prepreg. To increase adhesive bonding strength, Al laminate was etched using FPL methods. The static indentation test were conducted by using UTM(5ton, Shimadzu) under the 2side clamped conditions. During the tests, load and displacement curve and crack initiation and propagation behaviors were investigated. As fiber orientation angle increases, the crack initiation load of SOP FML increases because the stiffness induced by fiber orientation is increased. The penetration load of SOP FML is influenced by the deformation tendency and boundary conditions. However, the macro-crack of angle ply FML was initiated by fiber breakage of lower ply because angle plies in Angle ply FML prevents the crack growth and consolidation. The Angle ply FML has a critical cross-angle which prevent crack growth and consolidation. Damage behavior of Angle ply FML is changed around the critical cross-angle.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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• pp.509-512
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• 1999

Recently, the Carbon Fiber Sheet(CFS) is widely used to structure. But the behavior of the concrete column which is strengthened with the CFS is not clearly defined yet. This study presents the result of experimental studies on the stress-strain behavior and the strengthening effect of laterally confined concrete by Carbon Fiber Sheets(CFS) subject to compression. In this experimental study, included three-parameters, which are the number of the sheets, the laminated angle of sheets, and concrete strength.

• 대한금속재료학회지
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• 제49권10호
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• pp.760-765
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• 2011

This paper presents a study of the tensile behavior of carbon and glass fiber reinforced epoxy hybrid laminates manufactured by vacuum assisted resin transfer molding (VARTM). The objective of this study was to develop and characterize carbon fiber reinforced plastic hybrid composite material that is low cost and light-weight and that possesses adequate strength and stiffness. The effect of position and content of the glass fabric layer on the tensile properties of the hybrid laminates was examined. The strength and stiffness of the hybrid laminates showed a steady decrease with an increase of the glass fabric content this decrease was almost linear. Fracture strain of these laminates showed a slight increasing trend when glass fabric content was increased up to 3 layers, but at a glass fabric content > 3 layers the strain was almost constant. When glass fabric layers were at both outer surfaces, the hybrid laminate exhibited a slightly higher tensile strength and elastic modulus due to the small amount of glass yarn pull-out.

• Composites Research
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• 제22권3호
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• pp.60-65
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• 2009

본 인구에서는 탄소섬유강화 복합재 구조물의 실제 사용조건인 환경에 따른 기계적 특성 연구를 수행하기 위하여, $[0_6]_T$, $[90_{12}]_T$, $[0_{16}]_T$, $[{\pm}45]_{5S}$, $[0/9012/0]_T$, $[0/45/-45/45/-45/0]_{3S}$의 실험을 통해, 복합재의 강도와 강성을 측정 하였다. 실험 결과, 환경조건에서 복합재의 파손 거동을 파악하고 설계관련 데이터베이스를 확보하였다. 저은 건조 조건에서 강도의 증가는 저온($-55^{\circ}C$)에서 섬유 촉은 모재의 취성 증가의 요인으로 분석된다. 고온다습 조건의 진단강도와 전단탄성계수 감소는 침투한 수분에 의해 섬유와 모재의 결합부의 물성이 저하한 것으로 분석된다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회논문집(II)
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• pp.593-600
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• 1998

In this study, confinement stress of concrete compression members rehabilitated with C.F.L were analyzed from the test. Test parameters are spacing, thickness and ply of rehabilitation material. Displacement, failure load were measured during test. The failure mode and ultimate load were analyzed from these measured data. In this study, a model equation for calculation of the confining stress with C.F.L was proposed based on the test results investigated here. The proposed equation included the effects of spacing, thickness and ply of rehabilitation material.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.685-690
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• 1997

In this study, the behavior of R/C beam strengthened with carbon fiber laminate (C.F.L.) is analyzed from the test results. The purpose of this study is to evaluate the shearing rehabilitation effects of R/C beam with C.F.L. Test parameters are the thickness of C.F.L. and existence of stirrups. Test results how that the shear capacity of specimen without stirrups was increased and shear capacity of specimen with stirrups was not increased due to the insufficient fabrication of specimen and curing.