• 제목/요약/키워드: Carbon Fiber Reinforced Plastic Composite

검색결과 167건 처리시간 0.032초

Evaluation of the Damage Mechanism in CFRP Composite Using Computer Vision

  • Kwon, Oh-Heon;Xu, Shaowen;Sutton, Michael
    • Journal of Advanced Marine Engineering and Technology
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    • 제34권5호
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    • pp.686-694
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    • 2010
  • Continuing progress in high technology has created numerous industrial applications for new advanced composite materials. Among these materials, carbon fiber-reinforced plastic (CFRP) laminate composite is typically used for low-weight carrying structures that require high specific strength. In this study, the damage mechanism of a compact tension (CT) specimen of woven CFRP laminates is described in terms of strain and displacement changes and crack growth behavior. The digital image correlation (DIC) method (which is employed here as a computer vision technique) is analyzed. Acoustic emission (AE) characteristics are also acquired during fracture tests. The results demonstrate the usefulness of these methods in evaluating the damage mechanism for woven CFRP laminate composites. From the results, we show these methods are so useful in order to evaluate the damage mechanism for woven CFRP laminate composites.

다구찌법을 이용한 복합적층판의 좌굴강도 개선에 관한 연구 (A Study on the Improvement Buckling Strength of Laminated Composite Plate by Taguchi Method)

  • 구경민;홍도관;김동영;박일수;안찬우;한근조
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2003년도 춘계학술대회 논문집
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    • pp.1362-1365
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    • 2003
  • On this study. we improved the efficiency applying algorithm that is repeatedly using orthogonal array in discrete design space and filling a defect of gradient method in continuous design space. we showed optimal ply angle that maximized buckling strength of CFRP laminated composite plate without a hole and with a hole by each aspect ratio. In the case of CFRP laminated composite plate without a hole, we confirmed the reliance and efficiency of algorithm in comparison with the result optimization achievement repeatedly using statistical orthogonal array of experimental design.

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진동을 고려한 복합적층 외팔평판의 최적적층설계 (Optimal Ply Design of Laminated Composite Cantilever plate Considering Vibration)

  • 구경민;노영희;김동영;홍도관;안찬우;한근조;박흥식
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 추계학술대회
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    • pp.1660-1665
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    • 2003
  • On this study, we improved the efficiency applying algorithm that is repeatedly using orthogonal array in discrete design space and filling a defect of gradient method in continuous design space. we showed optimal ply angle that maximized 1st natural frequency of CFRP laminated composite cantilever plate by each aspect ratio. A finite element analysis on the CFRP laminated composite cantilever plate using orthogonal array is carried out, and the results are compared with those obtained by modal testing.

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진동을 고려한 원공복합적층판의 최적적층설계 (Optimal Ply Design of Laminated Composite Plate with a Hole Considering Vibration)

  • 홍도관;김동영;최경호;안찬우
    • 한국소음진동공학회논문집
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    • 제13권6호
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    • pp.423-429
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    • 2003
  • On this study. we improved the efficiency applying algorithm that is repeatedly using table of orthogonal array in discrete design space and filling a defect of gradient method in continuous design space. we showed optimal ply angle that maximized 1st natural frequency of CFRP laminated composite plate without a hole and with a hole by each aspect ratio. In the case of CFRP laminated composite plate without a hole, we confirmed the reliance and efficiency of algorithm in comparison with the result of optimization achievement repeatedly using statistical table of orthogonal array of experimental design and the BFGS optimal design method.

축력과 반복수평력을 받는 TR-CFT기둥에 관한 실험적 연구 (An Experimental Study on TR-CFT Columns subjected to Axial Force and Cyclic Lateral Loads)

  • 박재우;김진호;홍영균;홍기섭
    • 한국강구조학회 논문집
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    • 제19권4호
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    • pp.403-411
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    • 2007
  • CFT(Concrete filled steel tube)기둥은 콘크리트와 강관의 이질적인 성질을 상호보완 할 수 있는 구조체 일뿐만 아니라 시공적인 측면에서도 공기단축으로 인한 공사원가 절감으로 인해 최근 널리 사용되고 있다. 그러나 기존CFT기둥은 강관의 항복이후 일정지점의 국부좌굴을 생기는 단점을 지니고 있다. 이를 개선하고자 본 연구에서는 예상국부좌굴위치에 탄소섬유쉬트로 보강을 한 TR(Tranversely reinforced) -CFT기둥에 대해 실험을 수행하였다. 실험변수는 콘크리트강도와 탄소섬유쉬트보강량이며 CFT실험체와 TR-CFT실험체의 이력곡선, 초기강성, 내력, 소성변형능력, 흡수에너지를 각각 비교분석하였다.

Study on the Defects Detection in Composites by Using Optical Position and Infrared Thermography

  • Kwon, Koo-Ahn;Park, Hee-Sang;Choi, Man-Yong;Park, Jeong-Hak;Choi, Won Jae
    • 비파괴검사학회지
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    • 제36권2호
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    • pp.130-137
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    • 2016
  • Non-destructive testing methods for composite materials (e.g., carbon fiber-reinforced and glass fiber-reinforced plastic) have been widely used to detect damage in the overall industry. This study detects defects using optical infrared thermography. The transient heat transport in a solid body is characterized by two dynamic quantities, namely, thermal diffusivity and thermal effusivity. The first quantity describes the speed with thermal energy diffuses through a material, whereas the second one represents a type of thermal inertia. The defect detection rate is increased by utilizing a lock-in method and performing a comparison of the defect detection rates. The comparison is conducted by dividing the irradiation method into reflection and transmission methods and the irradiation time into 50 mHz and 100 mHz. The experimental results show that detecting defects at 50 mHz is easy using the transmission method. This result implies that low-frequency thermal waves penetrate a material deeper than the high-frequency waves.

CFRP 적층판으로 보강된 철근콘크리트보의 신뢰성평가 (Reliability Assessment of Reinforced Concrete Beams Strengthened by CFRP Laminates)

  • 조효남;최영민
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1994년도 가을 학술발표회 논문집
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    • pp.160-166
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    • 1994
  • In general, the problems of strengthening and repairing of deteriorated or damaged reinforced concrete members are usually worked out in situ by externally bounding steel plates using epoxy resins, which has been recognized to be one of effective and convenient methods. But the disadvantages of strengthening/repairing concrete members with externally bonded steel plates include ; (a) deterioration of the bond at the steel-concrete interface caused by the corrosion of steel ; (b) difficulty in manipulating the plate at the construction site ; (c) improper formation of joints, due to the limited delivery lengths of the steel plates ; and etc. Therefore these difficulties eventually have led to the concept of replacing the steel plates by fiber-reinforced composite sheets which are characterized by their light weight, extremely high stiffness, excellent fatigue properties, and outstanding corrosion resistance. In the paper, for the reliability assessment of reinforced concrete beams externally strengthened by carbon fiber plastic(CFRP) laminates, an attempt is made to suggest a limit state model based on the strain compatibility method and the concept of fracture mechanics. And the reliability of the proposed models is evaluated by using the AFOSM method. The load carrying capacity of the deteriorated and/or damaged RC beams is considerably increased. Thus, it may be stated that the post-strengthening of concrete beams with externally bonded CFRP materials may be one of very effective way of increasing the load carrying capacity and stiffeness characteristics of existing structures.

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Tensile response of steel/CFRP adhesive bonds for the rehabilitation of civil structures

  • Matta, F.;Karbhari, Vistasp M.;Vitaliani, Renato
    • Structural Engineering and Mechanics
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    • 제20권5호
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    • pp.589-608
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    • 2005
  • There is a growing need for the development and implementation of new methods for the rapid and cost-effective rehabilitation of deteriorating steel structural components to offset the drawbacks related to welding and/or bolting in the field. Carbon fiber reinforced polymer (CFRP) composites provide a potential alternative as externally bonded patches for strengthening and repair of metallic structural members for building and bridge systems. This paper describes results of an investigation of tensile and fatigue response of steel/CFRP joints simulating scenarios of strengthening and crack-patching. It is shown that appropriately designed schemes, even when fabricated with levels of inaccuracy as could be expected in the field, can provide significant strain relief and load transfer capability. A simplified elasto-plastic closed form solution for stress analysis is presented, and validated experimentally. It is shown that the bond development length remains constant in the linear range, whereas it increases as the adhesive is deformed plastically. Fatigue resistance is shown to be at least comparable with the requirements for welded cover plates without attendant decreases in stiffness and strength.

탄소섬유복합재료의 시트크로스 부품에서 진공수지주입성형에 의한 성형성 평가 (Formability Evaluation of the Vacuum Resin Transfer Molding of a CFRP Composite Automobile Seat Cross Part)

  • 김근영;곽성훈;한규동;박진석;조준행;이창훈;강명창
    • 한국기계가공학회지
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    • 제16권3호
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    • pp.24-29
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    • 2017
  • In this study, a seat cross member was fabricated by optimizing the resin transfer molding processing of CFRP (Carbon Fiber Reinforced Plastics) materials. This seat cross member is used in automotive underbody parts and provides side impact support. The seat cross was manufactured via vacuum resin transfer molding. The process included 1min of resin injection, 8 mins of heating, and 1 min of cooling, for a total molding time of 10mins. Tensile test results showed an average breaking load of 21.50kN, a tensile strength of 404 MPa, and an elastic modulus of 46.2 GPa. As a result, the CFRP seat cross provides the same strength as a similar steel part, but weighs 42% less.

경량화용 CFRP 단일 모자형 부재와 CFRP 이중 모자형 부재의 계면수 변화에 따른 정적압궤특성 (The Static Collapse Characteristics of CFRP Single and Double Hat Shaped Section Members according to the Interface Number for Lightweight)

  • 황우채;차천석;양인영
    • 한국안전학회지
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    • 제27권6호
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    • pp.20-25
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    • 2012
  • Currently, the most important purpose in designing automobile is environment-friendly and safety performance aspect. CFRP(Carbon Fiber Reinforced Plastics) of the advanced composite materials as structure materials for vehicles, has a wide application in lightweight structural materials of air planes, ships and automobiles because of high strength and stiffness. In this study, experimental investigations are carried out for CFRP single and double hat shaped section member in order to study the effect of various stacking condition. They were cured by heating to the appropriate curing temperature($130^{\circ}C$) by means of a heater at the vacuum bag of the autoclave. The stacking conditions were selected to investigate the effect of the interface numbers. The CFRP single and double hat shaped section members which manufactured from unidirectional prepreg sheets were made of 8ply. The static collapse tests performed and the collapse mode and energy absorption capability were analyzed according to interface number.