• 제목/요약/키워드: Fiber Reinforced Plastic

검색결과 707건 처리시간 0.025초

Application of AE for Fracture Behavior Evaluation of Carbon-fiber/SiC Reinforced Plastic Composites

  • Ryu, Yeong Rok;Kwon, Oh Heon
    • Composites Research
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    • 제30권5호
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    • pp.267-272
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    • 2017
  • In this study, SiC powder was added to twill woven carbon fiber reinforced plastic (CFRP) composites to improve its mechanical properties. An acoustic emission (AE) frequency analysis method was suggested for the prediction of failure behaviors. Tensile tests were conducted and the fracture characteristics of each component of the SiC reinforced composite were evaluated using AE. The results showed that SiC powder improved the strength of twill woven CFRP composites and the fracture behavior of the SiC reinforced CFRP composite and its crack extension could be effectively evaluated on the basis of the specific AE frequency bands which are 100 to 228 kHz and 428 to 536 kHz upon the resin failure and 232 to 424 kHz due to addition of SiC powder and 576 to 864 kHz at the fiber breakage.

콘크리트 구조물용 하이브리드 섬유강화 복합재료 리바 물성에 관한 실험적연구 (An Experimental Study on the Mechanical Properties of Hybrid Fiber Reinforced Plastic(FRP) Rebar for Concrete Structure)

  • 배시연;신용욱;한길영;이동기;심재기
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2000년도 춘계학술발표대회 논문집
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    • pp.63-66
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    • 2000
  • 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 4mm and l0mm nominal diameters using an hand lay up method. Tensile specimens from these bars were tested and compared with behavior of FRP rebar and steel bar

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브레이드 투루젼법에 의한 콘크리트 구조물용 케블라-유리섬유 강화 복합재료 리바 특성 (Characteristics of Kevlar-Glass fiber reinforced plastic for Concrete Structure by the Braidtrusion process)

  • 최명선;곽상묵;배시연;이동기;심재기;한길영
    • 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

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CFRP 복합재료의 혼합모드 I/II 층간파괴인성치에 관한 연구 (A Study on Mixed Mode I/II Interlaminar Fracture Toughness of Carbon Fiber Reinforced Plastic Composites)

  • 김형진;박명일;김재동;고성위
    • 동력기계공학회지
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    • 제4권3호
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    • pp.48-54
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    • 2000
  • This paper describes the effect of molding pressure, specimen geometries for Mixed Mode I/II interlaminar fracture toughness of carbon fiber reinforced plastic composites by using asymmetrical double cantilever beam(ADCB) specimen. The value of $G_{I/IIC}$ as a function of various molding pressure is almost same at 307, 431, 585 kPa. However it shows the highest value under 307 kPa molding pressure. The effect of $G_{I/IIC}$ due to the change of initial crack length of ADCB specimen was almost negligible in this study. It turns out that the condition for mix mode quasi-static crack growth in ADCB specimen is the ratio of the crack length to that of the specimen, i.e., ${\alpha}/L<0.4$.

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라인 브레이딩 펄트루젼을 이용한 하이브리드 섬유강화 복합재료 리바 제작에 관한 연구 (A Study on the Manufacturing of Hybrid Fiber Reinforced Plastic Rebar Using In-Line Braiding and Pultrusion)

  • 신용욱;한길영;이동기;심재기;오환교
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2000년도 춘계학술대회 논문집
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    • pp.57-62
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    • 2000
  • 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 4mm and 10mm nominal diameters using an hand lay up method. Tensile specimens from these bars were tested and compared with behavior of FRP rebar and steel bar

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의장적 기둥의 설계를 위한 유리섬유강화플라스틱과 철의 접합부 강도의 실험적 연구 (Experimental Study of Glass Fiber Reinforced Plastic-Steel Connection for Decorative Column)

  • 황경주;최취경
    • 한국공간구조학회논문집
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    • 제13권4호
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    • pp.41-47
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    • 2013
  • For the artistic column used by Glass Fiber Reinforced Plastic(GFRP), the connection of steel with GFRP were needed. Due to the fabricating characteristics of hand laminating, GFRP surfaces had to be connected. Because there were no existed data of these connection, experimental study has to be followed so that the structural strength and buckling mode could be investigated. In this paper, therefore, the axial tests of steel with GFRP were performed. The connection of GFRP's surfaces could be also tested as well. As a result, it could be figured out that the strength of these connections were determined by the adhesive strength.

Carbon Fiber Reinforced Plastic(CFRP)복합재의 파괴 거동에 따른 Acoustic Emission(AE)신호 특성에 관한 연구 (A Study on the characteristics of the Signals of AE according to Fracture mode of CFRP)

  • 이경원;김종현;김재성;이보영
    • 한국항공운항학회지
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    • 제17권4호
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    • pp.42-47
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    • 2009
  • Recently, the wide range of the composite materials is used for the making airplanes, trains and automobiles body for the lightweight. Despite having complex structures, composite materials usually have well defined mechanical characteristics. However, composite materials are difficult to understand the fracture mechanism clearly by simple mechanical test. Nondestructive evaluation (NDE) combined with mechanical testing can play a more important role and especially Acoustic Emission Testing (AET) would become known to be a useful tool to assess damage and fracture behavior of composites. In this study The experiment was performed to acquire the acoustic emission signal during tensile test using unidirectional CFRP specimen and the data was analyzed the acoustic emission parameters with the waveform.

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GFRP 보강 폴리머 모르터 3중복합관의 구조적 특성 (Structural Evaluation of Glass-fiber Reinforced 3-Layer Polymer Composite Pipe)

  • 연규석;권윤환;유근우;김남길
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2001년도 학술발표회 발표논문집
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    • pp.147-151
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    • 2001
  • This study was performed to evaluate the internal and external factors affecting external strength of the 3-layer polymer composite pipes made of polymer mortar and fiber-glass reinforced plastic. Twenty four sandwich type 3-layer polymer composite pipes were made of polymer mortar and fiber-glass reinforced plastic by centrifugal method. The objective of this study was to evaluate the effects the of polymer mortar thickness for and core fiber-glass contents per unit area on external strength of 3-layer polymer composite pipes. For the more economical and practical design of 3-layer polymer composite pipe, further study should be done for the various polymer mortar, fiber-glass and different ratio of the inside/outside FRP thickness.

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현장 중합을 이용한 PLA(Poly L-Lactide) 수지 기반 섬유 강화 복합 재료 제조 및 GPC를 이용한 분자량 측정 (Manufacturing Fiber-Reinforced Composite Materials Based on PLA (Poly L-Lactide) Resin Using In-Situ Polymerization and Molecular Weight Measurement Using GPC)

  • 김선주;이범주;유형민
    • Design & Manufacturing
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    • 제17권3호
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    • pp.28-33
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    • 2023
  • The conventional FRP (Fiber Reinforced Plastic) manufacturing process used thermoset resins for ease of molding but faced the issue of non-recyclability. To address these shortcomings, a new process utilizing thermal plastic resin was developed. However, due to the high viscosity of thermal plastic resin, problems such as fiber deformation and a reduced fiber volume fraction occurred during the high-temperature, high-pressure process. In this study, to overcome the limitations of the conventional process, fiber-reinforced composite materials were manufactured through in-situ polymerization using PLA (Poly L-Lactide) resin in the VA-RTM (Vacuum Assistance Resin Transfer Molding) process. The fiber volume of the produced specimens was calculated, and resin impregnation and porosity were confirmed through optical microscopy. Additionally, molecular weight analysis using GPC (Gel Permission Chromatography) demonstrated improvements over the conventional process and emphasized the essential requirement of temperature control.

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.