• Composites Research
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• 제19권2호
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• pp.20-27
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• 2006

부직포를 이용한 하이브리드 복합재료는 일반적인 섬유강화 적층복합재료의 기계적 특성을 개선하기 위하여 개발되었다. 부직포 하이브리드 프리프레그는 전형적 FRP 프리프레그와 부직포 프리프레그로 이루어전 있다. 부직포 프리프레그는 부직포와 수지의 조합에 의해 만들어진다. 부직포는 단섬유가 평면상에 불규칙적으로 분산되어 배치된 형상이다. 부직포를 이용한 하이브리드 프리프레그의 개발목적은 (i) 적층간의 층간특성(층간파괴인성 및 층간강도)을 향상시키고, (ii) 저비용으로 재료의 기계적 강도에 대한 신뢰성을 개선하며, (iii) 복합적층판에서 강화가 요구되는 층에 인성과 강도를 부여함에 있다. 상기의 목적을 달성하기 위하여 부직포층의 기포를 감소시키기 위한 제조기술을 제안하였다. 그 결과, 부직포를 이용한 하이브리드 개념을 도입함으로써 복합적층판의 층간파손특성이 크게 개선되었다.

• 비파괴검사학회지
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• 제30권5호
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• pp.429-436
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• 2010

최근에는 T-ray(terahertz ray)를 이용한 비파괴기술이 새로운 분야로 주목을 받고 있다. 본 연구에서는 FRP 복합재료의 내재결함이나 레이업(lay-up) 특성을 검사 및 평가하기 위한 T-ray 시간영역 분광기(time-domain spectroscopy)를 활용하였으며 또한 이 T-ray 분광기의 일반적인 반사 및 투과모드를 이용하여 T-ray 이미지를 구현하였다. 특히, 2개의 톱날 인공결함이 내재한 GFRP 복합재의 평가방법을 제시하였다. CFRP 복합재료에 대해서는 T-ray 전파는 탄소섬유로 인해 진행 장해를 받는다. 이에 따라 T-ray의 전기장(E-field)의 방향과 탄소섬유 방향의 의존성을 분석하였다. 한편 인공결함인 알루미늄 테이프, 박리, 충격손상, 이물혼입 등을 T-ray를 이용하여 비파괴 검사 및 평가하였다. 이를 통해 FRP 복합재료의 T-ray비파괴평가의 적용 가능성 및 한계 등을 확인 할 수 있었다.

• 대한토목학회논문집
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• 제33권3호
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• pp.833-841
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• 2013

복합재료의 경우 다양한 재료에 따라 제작이 가능하며 이들 완성재료의 경우 다양한 재료특성을 나타낸다. 이 연구는 건설용 FRP복합재료의 재료특성 중 선형거동이 뚜렷이 나타나는 인장, 압축과는 달리 비선형 거동이 발생되는 전단거동 특성에 대한 실험적 연구로서 ASTM D4255 규정에 의한 2-Rail 전단시험 방법을 토대로 각각의 시편들을 제작, 실험결과를 분석하였다. 고려된 실험변수로는 함침 수지류의 종류와 섬유 체적비, 섬유배열 방향 및 온도 특성, 공장용 생산제품의 균질성 등을 고려하였다. 섬유배열 방향에 따른 특성조사의 경우 섬유 배열방향을 $0^{\circ}$, $30^{\circ}$, $45^{\circ}$, $60^{\circ}$로 각각 시편을 제작하였으며, 온도에 따른 외부환경 변화에 의한 FRP재료의 전단거동을 조사하기 위하여 실험온도를 $25^{\circ}C$, $40^{\circ}C$, $60^{\circ}C$, $80^{\circ}C$로 각각 고려하여 시험을 수행하였다. 이 연구를 통하여 대부분의 복합재료 시편에서 비선형 전단거동이 확인되었으며 비닐에스테르수지를 사용하고, 높은 섬유체적비와 $45^{\circ}$의 섬유배열방향을 가진 시편에서 비선형 전단거동이 가장 두드러지게 나타나는 것으로 조사되었다. 온도변화에 따른 실험결과의 경우, 온도가 증가함에 따라 전단 내 비선형 거동의 감소가 나타났으며 공장용 제작제품의 경우 hand lay-up 제작시편에 비하여 비선형 전단거동이 비교적 동등하게 나타냈다.

• Composites Research
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• 제19권3호
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• pp.37-42
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• 2006

In the past, the technology of strengthening structures using FRP composites was still in its infancy, with very few publications on the technology available. However, recently strengthening of Reinforced concrete (RC) and other structures using advanced fibre-reinforced polymer/plastic(FRP) composites has become very popular in the last few years. As the well-known advantages of FRP composites including both good corrosion resistence and ease for site handling due to their light weight, also its design methods have been ensured the safe and economic use of this new technology, FRPs have been used widely and demonstrated in the field of aero industries etc. The purpose of this paper is to report the examples of the many diverse applications of Fiber Reinforced Plastic in construction materials of structures.

• 한국생산제조학회지
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• 제21권2호
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• pp.252-258
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• 2012

A study of terahertz waves was made for the nondestructive evaluation of FRP (Fiber reinforced plastics) composite materials. The terahertz systems were consisted of time domain spectroscopy (TDS) and continuous wave (CW). The composite materials investigated include both non-conducting polymeric composites and conducting carbon fiber composites. Terahertz signals in the TDS mode resembles that of ultrasound; however, unlike ultrasound, a terahertz pulse was not able to detect a material with conductivity. The CFRP (Carbon fiber reinforced plastics) laminates were utilized for confirming the experimentation in the terahertz NDE. In carbon composites the penetration of terahertz waves is quite limited and the detection of flaws is strongly affected by the angle between the electric field direction of the terahertz waves and the intervening fiber directions. A refractive index (n) was defined as one of mechanical properties; so a method was obtained in order solve the "n" in the material with non-conductivity. The usefulness and limitations of terahertz radiation are investigated for the NDE of FRP composites.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2004년도 봄 학술발표회 논문집
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• pp.349-355
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• 2004

The material such as steel or concrete has used to civil structures such as drainage pipes , but many problems such as corrosion in using steel and concrete pipes have happened. So, Necessity of developing new materials with high strength and anti-corrosion has been topic recently. One of this topics is study about ERP pipe. The strength of orthotropic FRP tends to be higher than it of isotropic FRP, the buckling problems can be significant in materials with high strength. thus, the study about bucking of orthotropic FRP-pipe is needed. In this study, buckling analysis of laminated cylindrical composite structures subjected In ply angle change under external uniform pressure was performed.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2002년도 춘계학술발표대회 논문집
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• pp.48-52
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• 2002

This paper describes the need for a ductile Fiber Reinforced Plastic(FRP) reinforcement for Concrete Structures. Using the material hybrid and geometric hybrid, it is demonstrated that the pseudo-ductility Characteristic can be generated in FRP rebar. Ductile hybrid FRP bars were successfully fabricated at Ø3mm and Ø10mm nominal diameters using the braidtrusion process. Tensile and bending specimens from these bars were tested and compared with behavior of stress-strain of steel bar and GFRP rebar

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2004년도 춘계학술발표대회 논문집
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• pp.143-146
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• 2004

Fiber reinforced plastic material should be inspected in fabrication process in order to enhance quality by prevent defects such as delamination and void. Generally, ultrasonic technique is widely used to evaluate FRP. In conventional ultrasonic techniques, transducer should be contacted on FRP. However, conventional contacting method could not be applied in fabrication process and novel non-contact evaluating technique was required. Laser-based ultrasonic technique was tried to evaluate FRP plate. Laser-based ultrasonic waves propagated on CFRP were received with various transducers such as accelerometer and AE sensor in order to evaluated the properties of waves due to the variation of frequency. Velocities of laser-based ultrasonic waves were evaluated for various fiber orientation.

• 대한기계학회논문집A
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• 제26권11호
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• pp.2328-2335
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• 2002

A hybrid composite material has many potential usage due to the high specific strength and the resistance to fatigue, when compared to other composite materials such as fiber reinforced plastic(FRP) and metal matrix composite(MMC). However, the fracture mechanism of hybrid composite material is extremely complicated because of the bonding structure of metals and FRP. In this study, Al 7075 sheets and carbon epoxy preprags were used to fabricate the hybrid composite. Recently, nondestructive technique has been used to evaluate the fracture mechanism of these composite materials. AE technique was used to clarify the microscopic damage behavior and failure mechanism of A17075/CFRP hybrid composite. It was found that AE paralneters such as AE event, energy and amplitude were effective to evaluate the failure process of Al 7075/CFRP composite. In addition, the relationship between the AE signal and the characteristics of fracture surface using optical microscope was discussed.

• Coupled systems mechanics
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• 제10권2호
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• pp.161-184
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• 2021

Strengthening of reinforced concrete beams with externally bonded fiber reinforced polymer plates/sheets technique has become widespread in the last two decades. Although a great deal of research has been conducted on simply supported RC beams, a few studies have been carried out on continuous beams strengthened with FRP composites. This paper presents a simple uniaxial nonlinear analytical model that is able to accurately estimate the load carrying capacity and the behaviour of damaged RC continuous beams flexural strengthened with externally bonded prestressed composite plates on both of the upper and lower fibers, taking into account the thermal load. The model is based on equilibrium and deformations compatibility requirements in and all parts of the strengthened beam, i.e., the damaged concrete beam, the FRP plate and the adhesive layer. The flexural analysis results and analytical predictions for the prestressed composite strengthened damaged RC continuous beams were compared and showed very good agreement in terms of the debonding load, yield load, and ultimate load. The use of composite materials increased the ultimate load capacity compared with the non strengthened beams. The major objective of the current model is to help engineers' model FRP strengthened RC continuous beams in a simple manner. Finally, this research is helpful for the understanding on mechanical behaviour of the interface and design of the FRP-damaged RC hybrid structures.