• Title/Summary/Keyword: 섬유보강 복합재

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Study on Mechanical and Electrical Properties of Expanded Graphite/Carbon fiber hybrid Conductive Polymer Composites (팽창흑연/탄소섬유 혼합 보강 전도성 고분자 복합재료의 특성 평가)

  • Oh, Kyung-Seok;Heo, Seong-Il;Yun, Jin-Chul;Han, Kyung-Seop
    • Composites Research
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    • v.20 no.6
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    • pp.1-7
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    • 2007
  • Expanded graphite/carbon fiber hybrid conductive polymer composites were fabricated by the preform molding technique. The conductive fillers were mechanically mixed with a phenol resin to provide an electrical property to composites. The conductive filler loading was fixed at 60wt.% to accomplish a high electrical conductivity. Expanded graphites were excellent in forming a conductive networking by direct contacts between them while it was hard to get the high flexural strength over 40MPa with using only expanded graphite and phenol resin. In this study, carbon fibers were added in composites to compensate the weakened flexural strength. The effect of carbon fibers on the mechanical and electrical properties was examined according to the weight ratio of carbon fiber. As the carbon fiber ratio increased, the flexural strength increased until the carbon fiber ratio of 24wt.%, and then decreased afterward. The electrical conductivity gradually decreased as the increase of the carbon fiber ratio. This was attributed to the non-conducting regions generated among the carbon fibers and the reduction of the direct contact areas between expanded graphites.

Improvement of the Strength Properties and Impact Resistance of the Cement Composite Materials by the use of Surface Modification of the Aramid Fibers (아라미드섬유의 표면개질에 의한 시멘트 복합재료의 강도특성 및 내충격성능의 향상효과)

  • Nam, Jeong-Soo;Yoo, Jae-Chul;Kim, Gyu-Yong;Kim, Hong-Seop;Jeon, Joong-Kyu
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.19 no.1
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    • pp.100-108
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    • 2015
  • The purpose of this study is to evaluate the effect of improvement on the impact resistance and strength properties of cement composites by surface modification of aramid fiber. For aramid fiber reinforced cement composites, therefore, dispersion capability and the bonding efficiency between the fibers and the cement composite material need to be improved. It is possible by modifying surface properties to hydrophobic, it is considered that oiling agent ratio of 1.2 % and improvement of performance is in need to be investigated. In this study, short aramid fibers were mixed by different fiber length and oiling agent ratio. And improvement of strength properties and impact resistance performance of hybrid cement composites were evaluated under the influence of steel fiber. As a result, strength properties of aramid fiber reinforced cement composites are different by mixing ratio of fiber, oiling agent ratio and length of fiber. In case of cement composites which have same volume fraction and fiber length, tensile strength and flexural strength were improved with increase of the emulsions throughput of the fiber surface. The results of evaluation on the static strength properties had effects on impact resistance performance by high-velocity impact. And it was observed that the scabbing of rear was suppressed with increase of the oiling agent ratio.

An Experimental Study on Bond Characteristics of FRP Reinforcements with Various Surface-type (다양한 표면형상에 따른 FRP 보강재의 부착특성 실험연구)

  • Jung, Woo Tai;Park, Young Hwan;Park, Jong Sup
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.31 no.4A
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    • pp.279-286
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    • 2011
  • FRP (Fiber Reinforced Polymer) tendons can be used as an alternative to solve the corrosion problem of steel tendons. Material properties of FRP tendons-bond strength, transfer length, development length-must be determined in order to apply to concrete structures. First of all, in case of application for pretension concrete members with CFRP tendons, transfer length is an important characteristic. The bond of the material characteristics should be demanded clearly to apply to PSC structures prestressed with FRP tendons. This paper investigated on the bond characteristics of FRP reinforcements with various surface-type. To determine the bond characteristics of FRP materials used in place of steel reinforcement or prestressing tendon in concrete, pull-out testing suggested by CAN/CSA S806-02 was performed. A total of 40 specimens were made of concrete cube with steel strands, deformed steel bar and 6 different surface shape FRP materials like carbon or E-glass. Results of the bonding tests presented that each specimen showed various behaviors as the bond stress-slip curve and compared with the bond characteristic of CFRP tendon developed in Korea.

Experimental and Numerical Study of Heating Characteristics of Discontinuous Carbon Fiber-Epoxy Composites (불연속 탄소섬유-에폭시 복합재의 발열성능 평가)

  • Kim, Myungsoo;Kong, Kyungil;Kim, Nari;Park, Hyung Wook;Park, Ounyoung;Park, Young-Bin;Jung, Mooyoung;Lee, Sang Hwan;Kim, Su Gi
    • Composites Research
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    • v.26 no.1
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    • pp.72-78
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    • 2013
  • This study explores the resistive heating characteristics of discontinuous carbon fiber (CF)-epoxy composites. Test samples including 1, 3, and 5 wt.% CF were fabricated using sonication and cast molding processes. For heating performance characterization, DC currents were applied to the composite samples, and surface temperatures were evaluated visually and quantitatively using an infrared camera. To estimate the thermal performance of composites and verify the experimental results, finite element analyses were performed. The resistive heating mechanism was investigated in connection with CF loading and applied voltages. Resistive heating efficiency increased proportionately with CF concentration and applied voltage. To obtain homogeneous temperature distribution of the samples, high degree of CF dispersion is required.

Numerical Analysis on the Crack Control of Concrete Lining Reinforced by Composite Fibers (복합섬유보강 콘크리트 라이닝 부재의 균열제어를 위한 수치해석적 연구)

  • Yang, Woo-Shik
    • Journal of the Korean Geosynthetics Society
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    • v.9 no.2
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    • pp.41-50
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    • 2010
  • The concrete lining of a tunnel constructed by NATM used to be regarded as facing material which does not support any load from the surrounding ground. But the recent appraisal of the decrepit tunnels revealed that rockbolts and shotcrete deteriorate with time resulting in loss of supporting capability. Consequently, concrete lining has to support part of the load which used to be supported by rockbolts and shotcrete, and thus should be regarded as the final supporting structure in a tunnel. One of the common, and perhaps the most serious problem in concrete lining is the longitudinal cracks taking place at the tunnel crown. The longitudinal cracks, mostly related to the construction procedures, can be developed by many reasons such as the lack of thickness, wrong materials, bad curing environment, and excessive external forces. Many efforts has been made to control and suppress these cracks but efficient and economic way is yet to be found. For efficient crack control in concrete lining, reinforcement by composite fibers, which is the mixture of steel fiber and nylon fiber, is suggested in this study.

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A Study on the Fatigue Strength of the 3-D Reinforced Composite Joints (3-차원 보강 복합재 체결부의 피로강도 특성 연구)

  • Kim, Ji-Wan;An, Woo-Jin;Seo, Kyeong-Ho;Choi, Jin-Ho
    • Composites Research
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    • v.35 no.5
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    • pp.322-327
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    • 2022
  • Composite lap joints have been extensively used due to their excellent properties and the demand for light structures. However, due to the weak mechanical properties in the thickness direction, the lap joint is easily fractured. various reinforcement methods that delay fracture by dispersing stress concentration have been applied to overcome this problem, such as z-pinning and conventional stitching. The Z-pinning is reinforcement method by inserting metal or carbon pin in the thickness direction of prepreg, and the conventional stitching process is a method of reinforcing the mechanical properties in the thickness direction by intersecting the upper and lower fibers on the preform. I-fiber stitching method is a promising technology that combines the advantages of both z-pinning and the conventional stitching. In this paper, the static and fatigue strengths of the single-lap joints reinforced by the I-fiber stitching process were evaluated. The single-lap joints were fabricated by a co-curing method using an autoclave vacuum bag process and I-fiber reinforcing effects were evaluated according to adherend thickness and stitching angle. From the experiments, the thinner the composite joint specimen, the higher the I-fiber reinforcement effect, and Ifiber stitched single lap joints showed a 52% improvement in failure strength and 118% improvement in fatigue strength.

Experimental and Phenomenological Modeling Studies on Variation of Fiber Volume Fraction during Resin Impregnation in VARTM (VARTM 공정에서 수지 함침에 따른 섬유체적율 변화의 측정 및 현상학적 모델링 연구)

  • Kim, Shin O;Seong, Dong Gi;Um, Moon Kwang;Choi, Jin Ho
    • Composites Research
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    • v.28 no.6
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    • pp.340-347
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    • 2015
  • As resin impregnates through the fiber preform in vacuum assisted resin transfer molding process, the volume of fibers is changed by expansion of fiber mat according to filling time. It causes not only the change in dimension but also the decrease of mechanical properties of the composite product. Moreover, it results in the economic loss by increase of the used amount of resin especially in the large product such as wind turbine blade. In this study, the ways to control fiber volume fraction were investigated by both the experimental and theoretical analyses on the expansion of fiber preform as the preform was impregnated by resin in the VARTM process. Two kinds of swelling stage were observed as flow front progressed, which was analyzed by comparing the experimental and simulation results. The process parameters are expected to be optimized by investigating the swelling behavior of fiber preform in the manufacturing process of the composite product.

Study on PAN-based carbon fibers containing cellulose treated with flame retardant (난연 처리한 셀룰로오스가 첨가된 PAN계 탄소섬유의 특성 연구)

  • Yang, Jee-Woo;Yu, Jae-Jeong;Yong, Da-Kyung;Chung, Yong-Sik;Lee, Seung-Goo
    • Proceedings of the Korean Society of Dyers and Finishers Conference
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    • 2012.03a
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    • pp.75-75
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    • 2012
  • 탄소섬유는 전구체의 종류에 따라 PAN계, 피치계 그리고 레이온계로 나뉘며 최종 탄소섬유의 특성에도 차이가 있는 것으로 알려져 있다. 최근에는 PAN계 탄소섬유가 세계 시장의 대부분을 차지하고 있으며, PAN계 탄소섬유의 초경량, 고강도, 고탄성, 내약품성 그리고 열안정성 등의 우수한 특성으로 최첨단 고기능성 제품의 복합재로 많이 이용되고 있다. 그러나 탄소섬유가 가지고 있는 높은 열전도성은 적용에 따라 단점으로 작용될 수도 있다. 예를 들면, 로켓 엔진의 노즐이나 원자로의 구조물 그리고 극한조건용 구조재료 등, 고강도 단열특성을 요하는 최첨단 복합재로 응용 범위를 넓히는데 한계로 작용한다. 레이온은 최초의 탄소섬유 전구체였으나 공정상 경제성이 떨어지는 이유로, 지금은 고탄성을 요구하는 특수 목적으로만 소량 생산되고 있다. 레이온의 주원료는 셀룰로오스이며 셀룰로오스는 지구상에서 가장 흔한 재료이므로 오늘날 셀룰로오스를 보강재로 이용하려는 연구가 활발히 진행되고 있다. 본 연구에서는 탄소섬유의 열전도도를 낮추기 위한 방법으로 안정화셀룰로오스를 첨가한 PAN용액을 출발물질로 탄소섬유를 제조하고 특성 연구를 진행하였다. PAN용액에 셀룰로오스의 분산성을 향상시키기 위해 셀룰로오스를 열처리하였다. 이 과정에서 얻어진 안정화 셀룰로오스의 수율을 높이기 위해 셀룰로오스를 난연 처리하였으며, 그 결과 안정화셀룰로오스의 수율을 향상시킬 수 있었다. 안정화셀룰로오스를 첨가시킨 PAN계 탄소섬유의 물리적, 기계적 그리고 열적 특성을 SEM, XRD, 만능 인장시험기, TGA 그리고 Laser Flash Method 등을 통해 주요 특성 및 변화를 관찰한 결과, 순수한 PAN계 탄소섬유의 특성과 유사한 결과를 얻었다. 향후 몇 가지 공정상의 문제점을 개선한다면 흥미로운 결과를 기대할 수 있을 것으로 본다.

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Thermal stability and dynamic mechanical properties of Polypropylene biocomposites reinforced marine algae by-product (해조류 부산물을 이용한 바이오복합재료의 열적안정성과 동역학적 특성 분석)

  • Jang, Younghun;Han, Seongok
    • 한국신재생에너지학회:학술대회논문집
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    • 2011.11a
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    • pp.176.1-176.1
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    • 2011
  • 세계적으로 석유 기반 자원의 고갈에 따른 부족, 기후변화협약 및 환경규제 강화에 의해 세계적으로 바이오소재를 이용하고자 하는 연구와 더불어 유리강화복합재료의 대체물질로 적합한 천연섬유를 보강재로 사용하는 바이오복합재료의 연구 또한 활발하게 진행되고 있다. 최근 새로운 신재생에너지원으로 각광 받고 있는 바이오에너지 중 해조류는 가장 자연친화적이고 생산력이 뛰어난 바이오매스로 알려져 있다. 해조류는 바닷물 속에 녹아 있는 탄소를 흡수할 뿐만 아니라 광합성을 통해서도 탄소를 흡수하면서 성장하기 때문에 탄소흡수원의 역할을 하게 되며, 해조류 바이오에너지를 생산할 경우 화석연료를 대체하여 지구온난화의 주범인 온실가스를 감축하는 기능을 한다. 본 연구에서는 해조류를 이용한 바이오에너지 생산 공정에서 2차적으로 발생하는 부산물을 보강재로 사용한 바이오복합재료의 제조와 제조된 바이오복합재료의 열적 특성 및 동역학적 특성을 분석하였다. 해조류 부산물의 화학적 전처리에 따른 Thermogravimetric analysis(TGA) 분석 결과로 cellulose 함량이 가장 높고 불순물이 적은 황산 처리한 파래를 이용해 파래/Polypropylene(PP) 바이오복합재료를 다양한 보강비율 (20-50wt%)로 압축성형 하였다. 파래/PP 바이오복합재료의 저장탄성률은 파래 함량이 40wt%일 때 4.0 Gpa으로 최대값을 보였으며 이는 PP 매트릭스와 비교했을 때 약 8.1% 향상된 결과이다. 파래/PP 바이오보합재료의 열팽창 특성은 파래 함량이 증가함에 따라 열팽창계수가 낮아지는 경향으로 50wt%일 때 가장 낮은 값을 나타내었으며 이는 PP 매트릭스와 비교했을 때 약 56% 향상된 결과이다. 따라서 비생분해성 고분자에 새로운 신재생 바이오매스인 해조류를 보강재로 사용하여 열적 특성 및 동역학적 특성이 향상된 친환경적인 바이오복합재료의 제조 가능성을 확인하였다.

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The Effect of the Core-shell Structured Meta-aramid/Epoxy Nanofiber Mats on Interfacial Bonding Strength with an Epoxy Adhesive in Cryogenic Environments (극저온 환경에서 에폭시 접착제의 물성 향상을 위한 나노 보강재의 표면 개질에 관한 연구)

  • Oh, Hyun Ju;Kim, Seong Su
    • Composites Research
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    • v.26 no.2
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    • pp.129-134
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    • 2013
  • The strength of adhesive joints employed in composite structures under cryogenic environments, such as LNG tanks, is affected by thermal residual stress generated from the large temperature difference between the bonding process and the operating temperature. Aramid fibers are noted for their low coefficient of thermal expansion (CTE) and have been used to control the CTE of thermosetting resins. However, aramid composites exhibit poor adhesion between the fibers and the resin because the aramid fibers are chemically inert and contain insufficient functional groups. In this work, electrospun meta-aramid nanofiber-reinforced epoxy adhesive was fabricated to improve the interfacial bonding between the adhesive and the fibers under cryogenic temperatures. The CTE of the nanofiber-reinforced adhesives were measured, and the effect on the adhesion strength was investigated at single-lap joints under cryogenic temperatures. The fracture toughness of the adhesive joints was measured using a Double Cantilever Beam (DCB) test.