• 제목/요약/키워드: Hybrid Fiber

검색결과 772건 처리시간 0.033초

Hybrid 인터커넥션 구현을 위한 광전 복합케이블 제작에 관한 연구 (Study on the Photoelectric Composite Cable for Hybrid Interconnection Implementation)

  • 김재열;유관종;박력
    • 한국기계가공학회지
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    • 제16권3호
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    • pp.138-145
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    • 2017
  • With the increasing use of smart electronic devices, the size of the related I/O interface market is increasing rapidly. Demand is also growing for the continuous increase of data and video signals-such as faster data processing speed and data storage capacity-in the smart electronic device input/output interface market. Currently, the POF hybrid cable used in the smart electronic device input / output interface market cannot transmit over a long distance because the optical loss is too large, and the GOF hybrid cable is both vulnerable to bending and other sudden outside changes, and expensive. Therefore, in this study, the design and fabrication of a GOF hybrid cable and fiber guide were carried out in order to develop a cable which can easily withstand external impact, has low optical losses, and meets the demand for continuous data and video signal increase in the smart electronic device input / output interface market.

Hybrid-Biocomposite Material for Corrosion Prevention in Pipeline: a review

  • Suriani, M.J.;Nik, W.B. Wan
    • Corrosion Science and Technology
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    • 제16권2호
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    • pp.85-89
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    • 2017
  • One of the most challenging issues in the oil and gas industry is corrosion assessment and management in subsea structures or equipment. At present, almost all steel pipelines are sensitive to corrosion in harsh working environments, particularly in salty water and sulphur ingress media. Nowadays, the most commonly practiced solution for a damaged steel pipe is to entirely remove the pipe, to remove only a localized damaged section and then replace it with a new one, or to cover it with a steel patch through welding, respectively. Numerous literatures have shown that fiber-reinforced polymer-based composites can be effectively used for steel pipe repairs. Considerable research has also been carried out on the repair of corroded and gouged pipes incorporated with hybrid natural fiber-reinforced composite wraps. Currently, further research in the field should focus on enhanced use of the lesser and highly explored hybrid-biocomposite material for the development in corrosion prevention. A hybrid-biocomposite material from renewable resource based derivatives is cost-effective, abundantly available, biodegradable, and an environmentally benign alternative for corrosion prevention. The aim of this article is to provide a comprehensive review and to bridge the gap by developing a new hybrid-biocomposite with superhydrophobic surfaces.

콘크리트 보강용 고연성 하이브리드 FRP 보강근의 인장 및 파괴 특성 (Tensile Behavior and Fracture Properties of Ductile Hybrid FRP Reinforcing Bar for Concrete Reinforcement)

  • 박찬기;원종필
    • 한국농공학회논문집
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    • 제46권1호
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    • pp.41-51
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    • 2004
  • FRP re-bar in concrete structures could be used as a substitute of steel re-bars for that cases in which aggressive environment produce high steel corrosion, or lightweight is an important design factor, or transportation cost increase significantly with the weight of the materials. But FRP fibers have only linearly elastic stress-strain behavior; whereas, steel re-bar has linear elastic behavior up to the yield point followed by large plastic deformation and strain hardening. Thus, the current FRP re-bars are not suitable concrete reinforcement where a large amount of plastic deformation prior to collapse is required. The main objectives of this study in to evaluate the tensile behavior and the fracture mode of hybrid FRP re-bar. Fracture mode of hybrid FRP re-bar is unique. The only feature common to the failure of the hybrid FRP re-bars and the composite is the random fiber fracture and multilevel fracture of sleeve fibers, and the resin laceration behavior in both the sleeve and the core areas. Also, the result of the tensile and interlaminar shear stress test results of hybrid FRP re-bar can provide its excellent tensile strength-strain and interlaminar stress-strain behavior.

Cement/PVDF hollow-fiber hybrid basement membrane: Preparation, microstructure, and separation application

  • Yabin, Zhang;Xiongfei, Du;Taotao, Zhao
    • Membrane and Water Treatment
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    • 제13권6호
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    • pp.291-301
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    • 2022
  • In this study, cement/PVDF hollow-fiber hybrid membranes were prepared via a mixed process of diffusion-induced phase separation and hydration. The presence of X-ray diffraction peaks of Ca(OH)2, an AFt phase, an AFm phase, and C-S-H phase confirmed the hydration reaction. Good hydrophilicity was obtained. The cross-sectional and surface morphologies of the hybrid membranes showed that an asymmetric pore structure was formed. Hydration products comprising parallel plates of Ca(OH)2, fibrous ettringite AFt, and granulated particles AFm were obtained gradually. For the hybrid membranes cured for different time, the pore-size distribution was similar but the porosity decreased because of blocking of the hydration products. In addition, the water flux decreased with hydration time, and carbon retention was 90% after 5 h of rejection treatment. Almost all the Zn2+ ions were adsorbed by the hybrid membrane. The above results proved that the obtained membrane could be alternative as basement membrane for separation application.

자기진단 재료로서의 콘크리트 보강용 탄소유리복합섬유로드의 적용성 검토 (Self Diagnosing Property of Carbon and Glass Hybrid Fiber Materials for Concrete Strengthening)

  • 박석균;이병재
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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    • pp.428-431
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    • 2004
  • Smart structural system is defined as structural system with a certain-level of autonomy relying on the embedded functions of sensors, actuators and processors, that can automatically adjust structural characteristics, in response to the change in external disturbance and environments, toward structural safety and serviceability as well as the extension of structural service life. In this study, carbon and glass hybrid fiber materials were investigated fundamentally for the applicability of self diagnosis in smart concrete structural system as embedded functions of sensors.

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철근콘크리트 보의 보강용 연성 하이브리드 FRP 시트의 특성 (Properties of Ductile Hybrid FRP Sheet for Strengthening of Reinforced Concrete Beams)

  • 송형수;이진용;민창식
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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    • pp.509-510
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    • 2009
  • FRP 시트를 사용한 철근콘크리트 보의 보강은 섬유의 선형 응력-변형률 거동으로 인한 취성파괴 가 일어난다. 본 연구에서는 두 가지 섬유를 사용하여 하이브리드 FRP 시트를 연구하였다.

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보강 섬유 종류에 따른 고인성 시멘트 복합체내에서 철근의 겹침 이음 성능 (Effect of Reinforcing Fiber Types on Lap Splice Performance of High Performance Fiber Reinforced Cementitious Composite(HPFRCC))

  • 전에스더;윤현도
    • 콘크리트학회논문집
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    • 제19권2호
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    • pp.153-161
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    • 2007
  • 본 논문은 다양한 연성 능력을 갖는 고인성 시멘트 복합체 내에서 철근의 겹침 이음 성능을 평가하고자 하였으며, 시멘트 복합체의 연성은 보강 섬유의 종류 및 혼입률에 따라 좌우되게 된다. 본 연구에 사용된 섬유는 폴리프로필렌(PP)와 폴리에틸렌(PE),그리고 PE 섬유와 5연선의 강섬유를 하이브리드하여 사용하였으며, PP 섬유의 혼입률은 2.0%, PE 및 하이브리드 고인성 시멘트 복합체의 혼입률은 1.5%로 하였다. 철근의 겹침이음길이는 일반 콘크리트에서 철근의 겹침 이음에 사용되는 ACI 규준에 의해 산정하였다. 고인성 시멘트 복합체 내에서 철근의 겹침 이음 실험을 수행한 결과, PE1.5 및 PE0.75+SC0.75 시험체의 겹침 이음 강도가 콘크리트에 비해 $82{\sim}91%$정도 높게 나타났으며, PE1.5 및 PE0.75+SC0.75 시험체의 겹침 이음 강도 및 에너지 흡수 능력이 PP2.0에 비해 높은 것으로 나타났다. 따라서 철근의 겹침 이음 성능은 섬유의 혼입률보다는 섬유의 인장강도 및 탄성계수에 의해 향상됨을 알 수 있었다. 또한 고인성 시멘트 복합체는 시멘트 복합체 내에서 섬유의 가교 작용으로 인해 미세균열의 분산 특성 및 최대강도 이후 연성적인 강도 저하를 보이는 것으로 나타났다.

유리섬유/나일론 6 복합재료의 계면특성에 미치는 Chloropropyl 말단기를 가진 실란결합체 농도의 영향 (Concentration Effect of Silane Coupling Agents with Chloropropyl End Group on the Interfacial Characteristics of Glass/Nylon 6 Composites)

  • 조동환;윤숙향;방대석;김준경;임순호;박민
    • 접착 및 계면
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    • 제5권1호
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    • pp.21-28
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    • 2004
  • 본 연구에서는 사슬말단에 chloropropyl 유기관능그룹을 가지고 있는 실란결합체인 3-chloropropyltrimethoxysilane(CTMS)을 사용하여 여러 농도에서 유리섬유 표면에 사이징 처리하여 유리섬유/나일론 6 및 유리직물/나이론 6 복합재료를 제조하였다. 단섬유 microbonding 시험에 의한 유리섬유/나일론 6 복합재료의 계면전단강도와 short-beam 전단시험과 동역학적 열특성 분석 방법을 통하여 유리직물/나일론 6 복합재료의 층간전단강도 및 저장탄성률에 미치는 결합체 농도의 영향을 각각 조사하였다. CTMS 결합제의 농도가 증가할수록 복합재료의 계면특성이 향상되었다. 결합제의 농도 변화에 대한 유리섬유강화 나일론 6 복합재료의 계면전단강도, 층간전단강도, 층간파단양상 그리고 저장탄성률 등 각 특성 변화의 경향이 서로 일치하였다.

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Hybrid ANN-based techniques in predicting cohesion of sandy-soil combined with fiber

  • Armaghani, Danial Jahed;Mirzaei, Fatemeh;Shariati, Mahdi;Trung, Nguyen Thoi;Shariati, Morteza;Trnavac, Dragana
    • Geomechanics and Engineering
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    • 제20권3호
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    • pp.191-205
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    • 2020
  • Soil shear strength parameters play a remarkable role in designing geotechnical structures such as retaining wall and dam. This study puts an effort to propose two accurate and practical predictive models of soil shear strength parameters via hybrid artificial neural network (ANN)-based models namely genetic algorithm (GA)-ANN and particle swarm optimization (PSO)-ANN. To reach the aim of this study, a series of consolidated undrained Triaxial tests were conducted to survey inherent strength increase due to addition of polypropylene fibers to sandy soil. Fiber material with different lengths and percentages were considered to be mixed with sandy soil to evaluate cohesion (as one of shear strength parameter) values. The obtained results from laboratory tests showed that fiber percentage, fiber length, deviator stress and pore water pressure have a significant impact on cohesion values and due to that, these parameters were selected as model inputs. Many GA-ANN and PSO-ANN models were constructed based on the most effective parameters of these models. Based on the simulation results and the computed indices' values, it is observed that the developed GA-ANN model with training and testing coefficient of determination values of 0.957 and 0.950, respectively, performs better than the proposed PSO-ANN model giving coefficient of determination values of 0.938 and 0.943 for training and testing sets, respectively. Therefore, GA-ANN can provide a new applicable model to effectively predict cohesion of fiber-reinforced sandy soil.

Optimal lay-up of hybrid composite beams, plates and shells using cellular genetic algorithm

  • Rajasekaran, S.;Nalinaa, K.;Greeshma, S.;Poornima, N.S.;Kumar, V. Vinoop
    • Structural Engineering and Mechanics
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    • 제16권5호
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    • pp.557-580
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    • 2003
  • Laminated composite structures find wide range of applications in many branches of technology. They are much suited for weight sensitive structures (like aircraft) where thinner and lighter members made of advanced fiber reinforced composite materials are used. The orientations of fiber direction in layers and number of layers and the thickness of the layers as well as material of composites play a major role in determining the strength and stiffness. Thus the basic design problem is to determine the optimum stacking sequence in terms of laminate thickness, material and fiber orientation. In this paper, a new optimization technique called Cellular Automata (CA) has been combined with Genetic Algorithm (GA) to develop a different search and optimization algorithm, known as Cellular Genetic Algorithm (CGA), which considers the laminate thickness, angle of fiber orientation and the fiber material as discrete variables. This CGA has been successfully applied to obtain the optimal fiber orientation, thickness and material lay-up for multi-layered composite hybrid beams plates and shells subjected to static buckling and dynamic constraints.