• Title/Summary/Keyword: IT-섬유

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Evaluation on Rear Fracture Reduction and Crack Properties of Cement Composites with High-Velocity Projectile Impact by Fiber Types (섬유 종류에 따른 시멘트복합체의 고속 비상체 충격에 대한 배면파괴저감 및 균열특성 평가)

  • Han, Sang-Hyu;Kim, Gyu-Yong;Kim, Hong-Seop;Kim, Jung-Hyun;Nam, Jeong-Soo
    • Journal of the Korea Concrete Institute
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    • v.27 no.2
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    • pp.157-167
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    • 2015
  • Cement composites subjected to high-velocity projectile shows local failure and it can be suppressed by improvement of flexural toughness with reinforcement of fiber. Therefore, researches on impact resistance performance of cement composites are in progress and a number of types of fiber reinforcement are being developed. Since bonding properties of fiber with matrix, specific surface area and numbers of fiber are different by fiber reinforcement type, mechanical properties of fiber reinforced cement composites and improvement of impact resistance performance need to be considered. In this study, improvement of flexural toughness and failure reduction effect by impact of high-velocity projectile have been evaluated according to fiber type by mixing steel fiber, polyamide, nylon and polyethylene which are have different shape and mechanical properties. As results, flexural toughness was improved by redistribution of stress and crack prevention with bridge effect of reinforced fibers, and scabbing by high-velocity impact was suppressed. Since it is possible to decrease scabbing limit thickness from impact energy, thickness can be thinner when it is applied to protection. Scabbing of steel fiber reinforced cement composites was occurred and it was observed that desquamation of partial fragment was suppressed by adhesion between fiber and matrix. Scabbing by high-velocity impact of synthetic fiber reinforced cement composites was decreased by microcrack, impact wave neutralization and energy dispersion with a large number of fibers.

The fabrication and antimicrobial activity of silver-containing cellulose acetate nanofibers (은함유 셀룰로오스 아세테이트 나노섬유의 제조 및 항미생물성)

  • 손원근;심재홍;박원호
    • Proceedings of the Korean Fiber Society Conference
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    • 2003.10b
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    • pp.63-66
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    • 2003
  • 최근 미래를 선도해 갈 것으로 인정받는 최첨단 기술로서 나노기술(NT), 바이오기술(BT), 정보기술(IT)이 있다. 나노기술은 원자나 분자 정도로 미세한 크기의 물질을 다루는 기술로 형태학적인 특성에 기인한 물리적 및 화학적인 장점을 활용한 연구가 활발히 이루어지고 있다. 나노섬유는 현재 섬유 관련 분야에서 가장 많은 연구가 이루어지고 있는 주제로 섬유의 직경이 수십 nm ~ 수 $\mu\textrm{m}$ 수준인 섬유를 말한다. (중략)

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Fabrication of a Nano/Microfiber Hybrid Mat for Control of Mechanical Properties and Porosity (기계적 특성 및 공극률 조절을 위한 나노/마이크로섬유 하이브리드 매트 제작)

  • Kim, Jeong Hwa;Jeong, Young Hun
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.41 no.1
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    • pp.41-48
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    • 2017
  • Fine polymeric fibers have been gaining interest from the energy harvesting/storage, tissue, and bioengineering industries because of advantages such as the small diameter, high porosity, permeability, and similarities to a natural extracellular matrix. Electrospinning is one of the most popular methods used to fabricate polymeric fibers because it is not as limited in regards to the materials selection, and it does not require expensive or complex equipment. However, electrospun fibers have a severe aerodynamic instability because the small diameter fibers are able to pass through the atmospheric layer when there is a high electric field. As a result, electrospun fibrous mats have serious difficulties with controlling its shape and geometric properties. In this study, a hybrid nano/microfibrous mat is presented that is fabricated using electrospinning with two different solvent-based PCL solutions. This provides control of the fiber diameter, mat porosity, and mechanical properties. Various hybrid fibrous mats were fabricated after an experimental investigation of the effects of solvent on fiber diameter. It was then demonstrated that the mechanical properties and porosity of the fabricated various hybrid mats could be successfully controlled.

Effects of Alkali Treated Nano-kenaf Fiber in Polypropylene Composite upon Mechanical Property Changes (알카리로 처리된 나노케냐프 섬유가 PP 복합소재 내에서 기계적 물성 변화에 미치는 영향)

  • Oh, Jeong Seok;Lee, Seong-Hoon;Kim, Kwang-Jea
    • Polymer(Korea)
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    • v.39 no.1
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    • pp.99-106
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    • 2015
  • The surface of nano-kenaf containing cellulose fibers was treated with alkali (NaOH) and their effects on the physical properties of the polypropylene (PP) composite were investigated. The treatment of alkali on the fibers increased the melt flow index (M.I.), elongation%, and impact strength, while it decreased the tensile strength, flexural modulus and heat deflection temperature (HDT) of the compound compared to the untreated one. It seemed the alkali treatment on the nano-kenaf fiber changed the character of the fiber due to removal of impurities and chemicals on the surface and resulted in decreased interfacial adhesion between the nano-fiber surface and the PP matrix and changed the character of the PP.

The Effect of Compatibilizer on the Rheological Properties of Polypropylene/Glass-fiber Composites (폴리프로필렌/유리섬유 복합재료의 유변물성에 미치는 상용화제의 영향)

  • Lee Seung-Hwan;Youn Jae-Ryoun
    • Composites Research
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    • v.19 no.3
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    • pp.15-22
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    • 2006
  • In this study, we prepared glass fiber reinforced polypropylene composites using Brabender twin-screw extruder. Compatibilizer, polypropylene-based maleic anhydride (PP-g-MAH), was used to increase the molecular interaction between polypropylene matrix and glass fiber and to enhance melt processability. We also measured the shear and uniaxial elongational behaviors of glass-fiber reinforced composites in the absence or presence of compatibilizer. The effects of compatibilizer and fiber loading on the viscoelastic behaviors were examined. It was fuund that the PP-g-MAH compatibilizer improved the fluidity and increased the molecular bonding of composite melts in shear flow. Transient elongational viscosity was increased with fiber loadings in uniaxial elongational flow However, it was decreased with increasing elongational rates because of microscale shear flow between fibers.

Tensile Behavior of Ultra-High Performance Concrete According to Combination of Fibers (섬유 조합에 따른 초고성능 콘크리트의 인장거동)

  • Choi, Jung-Il;Koh, Kyung-Taek;Lee, Bang-Yeon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.19 no.4
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    • pp.49-56
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    • 2015
  • Ultra-High Strength Concrete(UHPC) has ultra-high material performance including high strength and high flowability. On the other hand it is less ductile than high ductile fiber reinforced cementitious composite. This study investigated the effect of combination of steel fiber and micro fiber on the tensile behavior of UHPC. Four types of UHPC containing combination of steel fiber, polyethylene(PE), polyvinyl alcohol(PVA), and basalt fiber were designed. And then uniaxial tension tests were performed to evaluate the tensile behavior of UHPC according to combination of fibers. And density was measured to evaluate whether micro fiber induces unintentional high pore or not. From the test results, it was exhibited that PE fiber with high strength is effective to improve the tensile behavior of UHPC and basalt fiber is effective to increase the cracking and tensile strength of UHPC. Furthermore, it was also verified that micro fiber does not make high pore.

A New Evaluation Method for Interfacial Properties of Composites using the Gradual Multi-Fiber Fragmentation Test (단계적 다섬유 Fragmentation 시험법을 이용한 복합재료의 계면적 특성에 대한 새로운 평가방법)

  • ;;Koichi Goda
    • Composites Research
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    • v.12 no.2
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    • pp.10-25
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    • 1999
  • A new evaluation method for the interfacial properties of fibrous composites based on a fragmentation technique is proposed by using the gradual multi-fiber composite, in which the inter-fiber spacing is gradually changed. The results showed that as the inter-fiber distance increased, the aspect ratio of broken fibers decreased while the interfacial shear strength between the fiber and matrix increased. When the reciprocal of the inter-fiber destance was taken for the above relations, both the aspect ratio and interfacial shear strength showed a saturated value. This means that the gradual multi-fiber composite indicates an upper bound in aspect ratio and an upper bound in interfacial shear strength. It was concluded that this fragmentation test could be a new method for composite evaluation, since reducing a difference between these two bounds is effective for composite strengthening. In addition an elastoplastic finite element analysis was carried out to relate the above results with fiber stress a distribution around fiber breaks. It was proved that the bound obtained in the gradual multi-fiber composite test is closely related to stress concentrations caused by a group of multi-fiber breaks.

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Tensile Deformation Characteristics of ECC Predicted with a Modified Fiber Bridging Curve (수정된 섬유 가교 특성을 고려한 ECC의 인장변형특성)

  • Kim, Jeong-Su;Lee, Bang-Yeon;Kim, Jin-Keun;Kim, Yun-Yong
    • Journal of the Korea Concrete Institute
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    • v.21 no.5
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    • pp.541-548
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    • 2009
  • A theoretical prediction model of fiber bridging curve was established based on the assumption that fibers are uniformly distributed on the crack surface. However, the distance between fibers and their orientation with respect to crack surface can greatly affect the prediction of fiber bridging curve. Since, the shape of fiber bridging curve is a critical factor for predicting the tensile stress-strain relationship of ECC, it is expected that the assumption of uniform distribution of fiber may cause a significant error when predicting the tensile behavior of ECC. To overcome this shortcoming, a new prediction method of stress-strain relation of ECC is proposed based on the modified fiber bridging curve. Only effective fibers are taken into account considering the effects of their orientation and distance between them. Moreover, the approach for formulating the tensile stress-strain relation is discussed, where a procedure is presented for obtaining important parameters, such as the first crack strength, the peak stress, the displacement at peak stress, tensile strain capacity, and the crack spacing. Subsequent uniaxial tensile tests were performed to validate the proposed method. It was found that the predicted stress-strain relations obtained based on the proposed modified fiber bridging curve exhibited a good agreement with experimental results.

An Experimental Study on the Engineering Properties of Fiber Reinforced Concrete using Kenaf Fibers (양마섬유를 혼입한 콘크리트의 공학적 특성에 관한 실험적 연구)

  • Kwon, Yeong-Ho;Jun, Woo-Chul
    • Journal of the Korea Institute of Building Construction
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    • v.16 no.3
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    • pp.201-209
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    • 2016
  • This study is to examine experimentally on the engineering properties of fiber reinforced concrete using kenaf(KN) fiber and another organic fibers for comparing test, and propose the usable method of KN fiber as an natural fiber in the concrete industry. It is to select 4 contents(0, 0.3, 0.6 and $0.9kg/m^3$) of KN fiber and 4 organic fibers (Jute, Cellulose, Polypropylene and Nylon). For this study, it is to perform various tests including slump, air content, plastic and drying shrinkage, flexural and tensile strength, carbonation depth for the fiber reinforced concrete according to contents of KN fiber and 4 organic fibers. The results of this study are as follows : In case of KN fiber contents $0.6kg/m^3$, it shows the effective results from increasing concrete strength including flexural and tensile, from decreasing plastic and drying shrinkage, carbonation depth. Also KN fiber is confirmed having excellent performances by comparing with test results of another organic fibers as same contents $0.6kg/m^3$. Therefore, considering concrete test results, cost and environment, KN fiber is proposed as the optimum contents in the range of $0.6kg/m^3$ and an effective fiber materials, and needs to keep up these study on the site application.