• 제목/요약/키워드: filament winding FRP

검색결과 31건 처리시간 0.027초

섬유의 배향에 따른 FRP의 압축강도 (Compressive Strength of FRP in Variation with Fiber Orientation)

  • 박효열;안명상;나문경
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2006년도 제37회 하계학술대회 논문집 C
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    • pp.1349-1350
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    • 2006
  • FRP has been used much for core materials of insulator. FRP consists of fiber and plastics(resin and binder). The fiber contributes strength to FRP. The fiber orientation in FRP has a great effect on the strength of FRP because the strength of FRP mainly depends on the strength of fiber. The direction of applied stress of FRP is different from the kinds of insulators. In this study, inner part of FRP rod was made unidirectionally by pultrusion method and outer part of FRP rod was made by filament winding method. Compressive strength and stress of FRP rods were simulated according to the winding orientation of glass fiber. Simulated value and real evaluated compressive strength were compared each other.

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배전용 FRP 전주의 제조 기술 개발 (Development Of A Pole On The Distribution Line System)

  • 이웅선;한만준;조한구;박기호;송일근
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2000년도 추계학술대회 논문집
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    • pp.402-404
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    • 2000
  • The FRP pole had great advantages over other material poles. Light weight, easy installing and transporting were good characteristics. The material's superior properties represented the good durability for sea weather and air pollution, good insulation for electric, and changeable colors. In those properties, usages were like a area affected by sea, downtown, the area among the mountains and a special area for the outstanding views. It was studied that pole manufacturing method, structure analysis of pole by FEM in this study. Filament winding method was selected for a new pole manufacturing method. It produced the tapered poles and mechanically strong properties.

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규사코팅 FRP와 콘크리트 부착특성에 동결융해가 미치는 영향 (Effect of Freezing and Thawing on Adhesion of Cement Concrete with Coarse-sand Coated FRP)

  • 이규필;박광필;황재홍;김동규
    • 한국구조물진단유지관리공학회 논문집
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    • 제17권2호
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    • pp.117-123
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    • 2013
  • 원형 구조물의 보수/보강 및 FRP를 구조부재로 활용한 신설 구조물 시공을 위해서는 일정한 곡률반경을 갖는 곡면 FRP 부재가 요구된다. 그러나 현재까지 FRP 곡면부재는 수작업 (hand-lay-up) 또는 필라멘트 와인딩 (filament winding) 작업에 의해서만 생산이 가능하였으며, 대량 연속생산에는 한계가 있다. 또한 일반적으로 인발성형법 (pultrusion method)으로 생산된 FRP 부재가 상대적으로 물리적 특성이 우수한 것으로 알려져 있다. 따라서 FRP 부재를 일정곡률을 유지하며 인발로 뽑아낼 수 있는 신개념의 곡면 FRP 부재 인발성형법 제안 및 성형장비를 개발, 곡면 FRP 제품을 생산하였으며, 본 연구에서는 곡면 FRP 부재를 이용한 구조물 보수/보강시 야기될 수 있는 FRP와 콘크리트 부착면의 동결융해 영향을 분석하였다.

전기절연용 FRP의 와인딩 각도에 따른 강도특성 (Strength of Insulator FRP Rod According to the Winding of Glass Fiber)

  • 박효열;강동필
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2001년도 하계학술대회 논문집
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    • pp.586-588
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    • 2001
  • Inner part of FRP specimen was made unidirectionally by pultrusion method and outer part of FRP was made by filament winding method to study the effect of fiber orientatons on the strength of FRP. The strength of bending and compression was simulated and evaluated. The results of simulated strength and evaluated strength were different greately each other. The stress which affect the feature of FRP was simulated to investigate the difference of the results between simulation and evaluation Shear stresses were investigated to the main stress to affect the fracture of FRP.

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자동차 현가장치용 FRP 판 Spring 제조기술 개발 (Development of the Manufacturing Technology of FRP Leaf Spring for Automotive Suspension)

  • 최선준;박진용
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 1996년도 자동차부품 제작기술의 진보
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    • pp.143-151
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    • 1996
  • In order to reduce the automotive weight, the study exchanging the steel for FRP in leaf spring has been studied. The purposes of this study are to develop more effective manufacturing process of FRP leaf springs than conventional one and to examine the prototype which is made by the developed process. As the results, we have developed more productive manufacturing process by 3-5 times than the conventional one and made FRP leaf spring with equivalent or higher quality than steel.

Experiment of Compressive Strength Enhancement of Circular Concrete Column Confined by Carbon Tubes

  • Hong Won-Kee;Kim Hee-Cheul;Yoon Suk-Han
    • KCI Concrete Journal
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    • 제14권4호
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    • pp.139-144
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    • 2002
  • Concrete filled FRP tube has lately attracted attention as the member that can substitute the conventional reinforced concrete. Glass fiber and carbon fiber are some of available materials for FRP tube. Carbon tube is filament wound with specified winding angle to meet the appropriate capacity demands. Confinement effect of carbon tube is varied according to winding angle. In this study, a total 4 of large scale circular specimens of 30cm diameter and 60cm height is tested. To estimate the effect of winding angle and thickness of carbon tube on the increased confined compressive strength, the test tube are wound with $\pm45^{\circ}\;and\;\pm30^{\circ}$ with two types of thickness, 2mm and 3mm, respectively. It is shown that effectively increased confined strength and ductility are observed from the specimens with $\pm45^{\circ}$ winding angle than $\pm30^{\circ}$ winding angle. Increasing thickness is not as effective as adjusting winding angle for the confinement of concrete core.

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화학적 환경에 노출된 콘크리트 보강용 FRP 보강근의 부착 성능 (Bond Performance of FRP Reinforcing Bar for Concrete Structures after Chemical Environmental Exposure)

  • 박찬기;원종필
    • 한국농공학회논문집
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    • 제46권3호
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    • pp.73-81
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    • 2004
  • FRP reinforcing bars(rebars) are produced through a variety of manufacturing process includes pultrusion, and filament winding and braiding etc. Each manufacturing method produces a different surface condition of FRP rebar. The surface properties of FRP rebar is an important property for mechanical bond with concrete. Current methods of providing surface deformation to FRP rebars include helical wrapping, surfaces and coating and rib molding. The problem with the helical wrapping method is that it can not provide enough surface deformation for good bond and it can be easily sheard off from the FRP rebars. Sand coating and rib molding provide surface deformation only to the outer FRP skins. Therefore, FRP rebar has about 60% of bond strength of steel rebar. The main objective was to evaluate the bond properties of FRP rebar after environmental exposure. Five types of FRP rebar includes CFRP ISO, GFRP Aslan, AFRP Technora CFRP(Korea), and GFRP(Korea) rebars performed direct bond tests. Also, FRP rebar bond specimens were subjected to exposure conditions including alkaline solution, acid solution, salt solution and deionized water etc. According to bond test results, CFRP(Korea) and CFRP(Korea) rebars were found to have better bond strength with concrete than previous FRP rebars. Also, FRP(Korea) rebar had more than about 70% in bond strength of steel rebar.

배전용 FRP전주의 기계적 및 환경성능 (Mechanical and Environment Ability of FRP Pole for a Distribution Line)

  • 박기호;조한구;한동희;이웅선;송일근
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2000년도 추계학술대회 논문집
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    • pp.395-398
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    • 2000
  • In this study mechanical and environment ability of FRP pole for a distribution line about high strength and good insulation properties. The basic filament winding process creates a helical winding pattern. In mechanical analysis of splice with mechanical fastened joint it is important to evaluate a critical load of faster having maximum stress. It is also present a result of several examples to compare this with analytical one. On repair design this finite element method will be used as basis. The influence of environmental factors, such as elevated temperatures, high humidity, and corrosive fluids, and ultraviolet(UV) rays, upon the performance of polymeric matrix composite is of concern in many applications.

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FRP-콘크리트 합성말뚝 시편의 압축강도실험 (Compression Strength Test of FRP Reinforced Concrete Composite Pile)

  • 이영근;최진우;박준석;윤순종
    • 복합신소재구조학회 논문집
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    • 제2권4호
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    • pp.19-27
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    • 2011
  • 이 연구는 새로운 형태의 FRP-콘크리트 합성말뚝인 하이브리드 CFFT(HCFFT)를 개발하는 과정의 일부이다. 이 논문에서는 CFFT와 HCFFT의 압축강도실험을 통하여 구조적 거동을 분석하였다. 압축강도실험에 앞서 PFRP와 FFRP 재료의 역학적 성질을 조사하였다. HCFFT 압축강도실험은 콘크리트 강도와 FFRP의 두께를 변수로 하여 실험을 수행하였다. 그리고, FFRP 두께를 변수로 PFRP를 제외한 CFFT 실험체를 제작하고 실험을 수행하여 HCFFT와 비교 분석하였다. 실험 결과, HCFFT의 압축강도는 CFFT에 비하여 11~47% 향상되는 것으로 나타났다. 실험구간내의 필라멘트 와인딩 FRP 보강두께의 증가에 따른 HCFFT의 압축강도는 선형으로 증가시키는 것으로 나타났다. 또한 실험체와 동일한 조건의 유한요소해석을 수행하였다. 해석결과는 실험결과에 비하여 모든 시편에서 약간 작은 값을 보였으며, 0.14%에서 17.95%까지의 오차범위 내에 있음을 알 수 있었다.

하이브리드 FRP 리바의 역학적 특성 (Mechanical Properties of Hybrid FRP Rebar)

  • 박찬기;원종필
    • 한국농공학회지
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    • 제45권2호
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    • pp.58-67
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    • 2003
  • Over the last decade fiber-reinforced polymer (FRP) reinforcement consisting of glass, carbon, or aramid fibers embedded in a resin such as vinyl ester, epoxy, or polyester has emerged as one of the most promising and affordable solutions to the corrosion problems of steel reinforcement in structural concrete. But reinforcing rebar for concrete made of FRP rebar has linear elastic behavior up to tensile failure. For safety a certain plastic strain and an elongation greater than 3% at maximum load is usually required for steel reinforcement in concrete structures. The same should be required for FRP rebar. Thus, the main object of this study was to develop new type of hybrid FRP rebar Also, this study was evaluated to the mechanical properties of Hybrid FRP rebar. The Manufacture of the hybrid FRP rebar was achieved by pultrusion, and braiding and filament winding techniques. Tensile and interlaminar shear test results of Hybrid FRP rebar can provide its excellent tensile strength-strain behavior and interlaminar stress-strain behavior.