• International Journal of Concrete Structures and Materials
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• 제18권3E호
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• pp.161-164
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• 2006

Cellulose fiber reinforced cement(CFRC) pipe has been gradually introduced in the pipe market as a replacement of previously popular asbestos cement pipes. Since CFRC pipe is still relatively unknown in the pipe market, there are great concerns for the design and application in practice related to the time-dependent behavior of CFRC under long-term sustained loading. This paper presents an experimental investigation of the time-dependent behavior of cellulose fiber reinforced cement(CFRC) pipe. A total of six CFRC pipes were tested under various loading levels, and their vertical deformation was recorded to understand the characteristics of the time-dependent behavior. Based on the test results, a factor of safety(FS) of 1.82 is proposed, and a regression factor(R) of 1.88 is estimated for the application of CFRC pipes in practice.

• 열처리공학회지
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• 제21권3호
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• pp.131-136
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• 2008

The fatigue characteristics of the carbon fiber reinforced carbon composites (CFRC) material are necessary for the advanced industries requiring the thermal resistance. The research and development of CFRC have been in progress in the field of aerospace and defense industry. In this paper, we investigated the fatigue characteristics of CFRC by using an aircraft brake disk system. As the results of a series of tensile tests, the tensile strengths of CFRC were appeared 102.8 MPa ($0^{\circ}$), 98.6 MPa ($60^{\circ}$), and 95.5 MPa ($90^{\circ}$), respectively. It was showed that CFRC had better tensile property than the usual composite materials. As the results of fatigue tests, the fatigue limit was ~ 77 MPa, which is under the 75% of the maximum tensile load. CFRC is recommended as a strong potential composite materials because the carbon fibers are closely packed and strongly bonded between the carbon fibers.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1991년도 봄 학술발표회 논문집
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• pp.111-116
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• 1991

In order to discuss the mechanical properties of carbon fiber reinforced polymer impregnated cement composties with silica powder, experimental studies on CFRC were carried out. The types of fiber used which are in CFRC are PAN-based carbon fiber and Pitch-based carbon fiber. To examine the effects of types, length, contents of carbon fibers and matrices, their properties of fresh and hardened CFRC were tested. According to the test results, compressive, tensile flexural strength of polymer impregnated CFRC were remarkably increased more than that of air cured and autoclaved CFRC. Also, polymer impregnated CFRC were considerably effective in improving thoughness, freezing-thaw resistance and loss of shrinkage compared with air cured and autoclaved CFRC.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1989년도 가을 학술발표회 논문집
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• pp.31-34
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• 1989

In order to discuss the engineering properties of carbon fiber reinforced cement composites with silica fume and silica powder, experimental studies in the CFRC were carried out. The types of fiber used which are in CFRC are PAN-based carbon fiber and Pitch-based carbon fiber. To examine the effects of types, lengths, contents of carbon fiber and matrices, their properties of fresh and fardened CFRC were tested. According to the test results, the process technology of light-weight CFRC is developed and their potimum mix proportions are successfully proposed. Also, it can be concluded that the reinforcement of carbon fiber is considerably effective in improving tensile strenghth, flexural strength, toughness and loss of shrinkage of CFRC compared with conventional mortar.

• KCI Concrete Journal
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• 제11권3호
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• pp.65-77
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• 1999

A portland cement was reinforced by incorporating carbon fiber(CF), silica powder, and impregnating the pores with styrene monomers which were polymerized in situ. The effects of type, length, and volume loading of CF, mixing conditions, curing time and, curing conditions on mechanical behavior as well as freeze-thaw resistance and longer term stability of the carbon-fiber reinforced cement composites (CFRC) were investigated. The composite Paste exhibited a decrease in flow values linearly as the CF volume loadings increased. Tensile, compressive, and flexural strengths all generally increased as the CF loadings in the composite increased. Compressive strength decreased at CF loadings above approx. 3% in CFRC having no impregnated polymers due to the increase in porosity caused by the fibers. However, the polymer impregnation of CFRC improved all the strength values as compared with CFRC having no Polymer impregnation. Tensile stress-strain curves showed that polymer impregnation decreased the fracture energy of CFRC. Polymer impregnation clearly showed improvements in freeze-thaw resistance and drying shrinkage when compared with CFRC having no impregnated polymers.

• 한국방재학회 논문집
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• 제8권6호
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• pp.21-30
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• 2008

이 연구에서는 현수교 PWS 및 CFRC 행어로프의 바람에 의한 내풍안정성 평가을 위한 풍동실험을 수행하였다. 풍동실험결과, PE관으로 피복된 PWS 케이블은 단일 케이블에서 와류진동이 발생하고 복수 케이블에서는 중심간격이 $3\sim6D$일때 웨이크갤로핑이 발생하였다. 진동이 발생하지 않는 복수 케이블에서도 풍향각이 달라지면 웨이크갤로핑이나 웨이크플러터가 발생함을 알 수 있었다. CFRC 케이블은 케이블 중심간격 및 풍향각에 관계없이 PWS 케이블에 비해 안정된 내풍성능을 보였다.

• 한국기계가공학회지
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• 제6권3호
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• pp.98-104
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• 2007

The carbon fiber reinforced carbon composite (CFRC) materials are necessary for the advanced industries that require the thermal resistance. And the development and research for CFRC has been in progress in the field of aerospace and defense industry. CFRC have several advantages and special properties such as excellent anti ablation, outstanding strength retention at very high temperature, high heat capacity and thermal transport, high specific stiffness and strength, and high thermal shock resistance. They have been used as aircraft brake, rocket nozzle, nose cones, jet engine turbine wheels, and high speed craft. Since the technology related to CFRC was prohibited from importing and exporting, we developed our own technology to produce F-16 B32 brake disk made out of CFRC, and then we performed various tests to observe the characteristics of CFRC-based brake disk developed in this study in view of density, strength, friction, specific heat, and heat conductivity.

• 한국재료학회지
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• 제11권4호
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• pp.258-265
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• 2001

초고온용 내열성 재료인 CFRC(carbon fiber reinforced carbon)에 대하여 고온 하에서 기계적 물성을 측정하기 위하여 특수 제작한 고온로 속에서 $2000^{\circ}C$끼지 압축 및 굽힘강도 실험을 수행했다. 시편에 균일한 단축응력이 걸리도록 압축시험용과 4점 굽힘시험용 흑연으로된 치공구를 개발하여 실험했다. 시험결과 CFRC의 온도와 밀도가 증가함에 따라 강도가 증가하는 특성을 거시적으로 설명했으며, 고온하에서 시험기법을 부분적으로 정립했다. 8주자직으로 직조된 CFRC에 일반 강화섬유 복합재료에 적용되는 ASTM의 굽힘시험법에 따라 시편의 L(스판길이)/h(높이) 비를 정하는 것은 부적합함을 확인하고, 인장강도/층간 전단강도의 비에 따라 이 비율을 결정하는 새로운 식과 굽힘에 대한 파손 기준식을 제시했다.

• 콘크리트학회지
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• 제1권1호
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• pp.95-104
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• 1989

In order to discuss the engineering properties of carbon fiber reinforced cement composites with silica fume and silica powder, experimental studies on the CFRC were carried out. The types of fiber used which are in CFRC are PAN-based carbon fiber and Pitch-based carbon fiber. To examine the effects of types, Lengths, contents of carbon fibers and matrices, their properties of fresh and hardened CFRC were tested: According to the test results, the process technology of lightweight CFRC is developed and their optimum mix proportions are successfully proposed. Also, it can be conclueded that the reinforcement of carbon fiber is considerably effective in improving tensile strength, flexural strength, toughness and loss of shrinkage of CFRC compared with conventional mortar.

• 콘크리트학회지
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• 제4권1호
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• pp.107-118
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• 1992

본 연구는 고강도 고내구성이면서 신뢰성이 높은 폴리머 함침 탄소섬유보강 시멘트복합에의 개발 응용을 위한 여러 가지 특성을 검토하기 위하여, 복합체는 PAN계 및 Pitch계 탄소섬유, 조강포틀랜드 시멘트, Silica Powder 및 폴리머 함침재를 사용하여 제조하였고, 배합조건별, 재령별, 그리고 양생조건별로 역학적특성, 동결융해저항성 및 장기변형특성에 관한 실험연구를 행하였다. 연구결과, CFRC의 Flow값은 CF혼입율 증가에 따라 거의 직선적으로 저하하였고, 폴리머 함침 CFRC의 압축 인장 휨강도는 CF혼입율 증대에 따라 오토클래브 양생 및 기건양생의 경우에 비하여 현저히 증대하였으며, 또한 월등히 높은 강도를 나타내었다. 그리고, 인자응력-변형관계 및 휨응력-처짐관계는 기건양생 및 오토클래브 양생의 경우 연성적인 비선형을 나타낸 데 비하여 폴리머함침의 경우는 거의 직선적 으로 변화하였고, 동결융해저항성, 건조수촉변형특성 및 내크리프 특성도 다른 양생 방법의 경우에 비하여 크게 개선됨을 확인하였다.