• 제목/요약/키워드: Fiber Fractions

검색결과 205건 처리시간 0.024초

3D 프린팅용 SHCC의 흐름값과 1축 인장 특성에 미치는 섬유 혼입률의 영향 (Effect of Fiber Volume Fractions on Flow and Uniaxial Tension Properties of 3D Printed SHCC)

  • 현창진;김효정;이병재;김윤용
    • 한국구조물진단유지관리공학회 논문집
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    • 제28권3호
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    • pp.83-90
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    • 2024
  • 이 연구는 PVA 섬유로 보강된 변형경화형 시멘트 복합재료(SHCC)의 3D 프린팅 특성을 조사하였다. 섬유 혼입률(Vf)의 영향을 파악하기 위하여 섬유 혼입률이 다른 F1.0 (Vf=1.0%), F1.5 (Vf=1.5%), F1.8 (Vf=1.0%) 등의 3가지 SHCC 배합을 제작하였다. F1.5와 F1.8 배합이 다중 미세균열 발생을 위한 이론적 필수 조건을 충족하는 것으로 나타났으며, 섬유 혼입률이 높을수록 필수 조건은 더 쉽게 충족되었다. 3가지 SHCC 배합의 흐름값은 120~160의 범위 내에 있어 3D 프린팅 가능한 범주에 있음을 확인하였다. 한편, 섬유 혼입률이 증가할수록 흐름값은 감소하였다. 3D 프린터로 출력된 SHCC 표면의 육안 관찰 결과, F1.0 혼합물은 Level-3 등급으로, F1.5와 F1.8 혼합물은 Level-2 등급으로 평가되었다. 섬유 혼입률이 높을수록 표면 품질이 저하 되어, 추후 연구를 통하여 보다 높은 품질의 3D 프린팅용 SHCC를 제작하기 위한 배합 조정이 필요할 것으로 사료된다. 1축 인장 거동을 살펴본 결과, F1.0 혼합물은 낮은 변형률에서 파괴된 반면, F1.5와 F1.8 혼합물은 다중 미세균열이 발생하면서 우수한 인장변형률 경화거동을 나타내었다.

MONTHLY NUTRIENT VARIATION OF PARAGRASS (Brachiaria mutica) AND STARGRASS (Cynodon plectostachyum) COLLECTED FROM PASTURES GRAZED BY GOATS

  • Serra, A.B.;Serra, S.D.;Fujihara, M.;Orden, E.A.;Cruz, L.C.;Ichinohe, T.;Fujihara, T.
    • Asian-Australasian Journal of Animal Sciences
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    • 제9권2호
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    • pp.203-210
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    • 1996
  • A 13-month study was conducted to determine the monthly variation of crude protein(CP), cell contents(CC), fiber fractions and mineral concentrations of paragrass [Brachiaria mutica (Forsk.) Stapf.] and stargrass (Cynodon plectostachyum Pilger) and to estimate the correlations among the nutrient fractions and climatic factors. The forage samples collected by hand plucking were found to contain CP and mineral concentrations. i.e. calcium(Ca), magnesium(Mg), potassium(K) and zinc(Zn) above the critical levels based on ruminant veeds. Monthly differences(p<0.05) were observed in all CP, CC, neutral detergent fiber(NDF), acid detergent fiber(ADF), hemicellulose(HE), cellulose(CE) and acid detergent lignin(ADL) between the two grass species. Monthly differences(p<0.05) were also observed in all concentrations of forage Ca, K, phosphorus(P), copper(Cu) and Zn except in Mg of both grasses and K of stargrass. Species differences(p<0.05) were observed in all nutrient fractions except Mg and K concentrations. Rainfall had positive correlations to CP, P(p<0.01) and CC(p<0.05); it had negative correlations to NDF(p<0.05). ADF, CE, Ca, Cu and Zn(p<0.01). Temperature, humidity and daylength had also some correlations to various nutrient fractions.

불연속 섬유강화 고분자 복합재료의 응력해석에 관한 연구 (A Study on the Stress Analysis of Discontinuous Fiber Reinforced Polymer Matrix Composites)

  • 김홍건
    • 한국공작기계학회논문집
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    • 제17권3호
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    • pp.101-107
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    • 2008
  • A composite mechanics for discontinuous fiber reinforced polymer matrix composites(PMC) is analysed in order to predict fiber axial stresses. In continuum approach. frictional slip which usually takes place between fibers and polymers is accounted to derive PMC equations. The interfacial friction stress is treated by the product of the coefficient of friction and the compressive stress norma1 to the fiber/matrix interface. The residual stress and the Poisson's contraction implemented by the rule of mixture(ROM) are considered for the compressive stress normal to the fiber/matrix interface. In addition. the effects of fiber aspect ratio and fiber volume fraction on fiber axial stresses are evaluated using the derived equations. Results are illustrated numerically using the present equations with reasonable materials data. It is found that the fiber axial stress in the center region shows no great discrepancy for different fiber aspect ratios and fiber volume fractions while some discrepancies are shown in the fiber end region.

Prediction of elastic modulus of steel-fiber reinforced concrete (SFRC) using fuzzy logic

  • Gencoglu, Mustafa;Uygunoglu, Tayfun;Demir, Fuat;Guler, Kadir
    • Computers and Concrete
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    • 제9권5호
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    • pp.389-402
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    • 2012
  • In this study, the modulus of elasticity of low, normal and high strength steel fiber reinforced concrete has been predicted by developing a fuzzy logic model. The fuzzy models were formed as simple rules using only linguistic variables. A fuzzy logic algorithm was devised for estimating the elastic modulus of SFRC from compressive strength. Fibers used in all of the mixes were made of steel, and they were in different volume fractions and aspect ratios. Fiber volume fractions of the concrete mixtures have changed between 0.25%-6%. The results of the proposed approach in this study were compared with the results of equations in standards and codes for elastic modulus of SFRC. Error estimation was also carried out for each approach. In the study, the lowest error deviation was obtained in proposed fuzzy logic approach. The fuzzy logic approach was rather useful to quickly and easily predict the elastic modulus of SFRC.

하이브리드 PVA 섬유를 이용한 HPFRCCs의 휨 및 충격 성능 평가 (Flexural and Impact Resisting Performance of HPFRCCs Using Hybrid PVA Fibers)

  • 김영우;민경환;양준모;윤영수
    • 콘크리트학회논문집
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    • 제21권6호
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    • pp.705-712
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    • 2009
  • 일반 콘크리트에 비해 많은 양의 섬유 혼입으로 인하여 상대적으로 연성적이고 인성적인 고성능 시멘트계 복합체는 극심한 하중을 받거나 내구성의 문제가 있는 곳에 사용될 수 있다. PVA 섬유를 사용하는 고성능 시멘트계 복합체의 경우 기존의 국내외 연구에 의하면, 2%의 섬유 혼입비에서 가장 높은 성능을 발휘한다고 알려져 있다. 따라서 이 연구에서는 PVA 섬유의 총 혼입비를 2%로 일정하게 유지시킨 채, 서로 다른 형상비를 가진 PVA 섬유를 사용하여 최적의 배합을 선정하고자 고성능 시멘트계 복합체의 휨 성능 실험을 실시하였다. 뿐만 아니라 이러한 고성능 시멘트계 복합체에 강섬유를 혼입하여 그 성능의 변화를 비교, 분석하였다. 또한 높은 변형률을 갖는 하중에 대하여 고성능 시멘트계 복합체의 거동을 확인하고자 충격 시험을 실시하였다. 이와 동시에 분사식 FRP를 도포한 고성능 시멘트계 복합체의 충격 저항 성능 역시 평가하였다. 위의 실험 결과 1.6%의 단섬유(REC15)와 0.4%의 장섬유 (RF4000)가 혼입된 시편이 휨 성능 및 충격 성능에 대해 탁월한 성능을 발휘하는 것을 확인할 수 있었다.

긴 유리섬유강화 Polypropylene 복합재료의 섬유 중량비에 따른 파괴인성 변화 (Effect of Fiber Weight Fraction on the Fracture Toughness of Long Glass-Fiber Reinforced Polypropylene Composites)

  • 이경엽;이중희;양준호
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 1999년도 추계학술발표대회 논문집
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    • pp.164-167
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    • 1999
  • This study concerns with the effect of fiber weight fraction on the fracture toughness of long glass-fiber reinforced polypropylene composites. Fracture tests were conducted using compact tension (CT) specimens made of glass fiber polypropylene composites. Three fiber weight fractions of 20%, 30%, and 40% were used. Fracture toughness was determined from the compliance method. Results showed that compliance decreased with increasing fiber weight fraction while critical load increased with fiber weight fraction. Averaged fracture toughness increased 14% as fiber weight fraction increased from 20% to 40%.

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강화섬유 배치구조에 따른 MMC계면에서의 탄소성거동 평가 (Evaluation of elastic-plastic behavior in MMC interface according to the reinforced fiber placement structure)

  • 강지웅;김상태;권오헌
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2004년도 춘계학술대회
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    • pp.410-414
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    • 2004
  • Under longitudinal loading continuous fiber reinforced metal matrix composite(MMC) have interpreted an outstanding performance. However, the applicability of continuous fiber reinforced MMCs is somewhat limited due to their relatively poor transverse properties. Therefore, the transverse properties of MMCs are significantly influenced by the properties of the fiber/matrix interface. In this study, elastic-plastic behavior of transversely loaded unidirectional fiber reinforced metal matrix composites investigated by using elastic-plastic finite element analysis. Different fiber placement(square and hexagon) and fiber volume fractions were studied numerically. The interface was treated as three thin layer (with different properties) with a finite thickness between the fiber and the matrix. The analyses were based on a two-dimensional generalized plane strain model of a cross-section of an unidirectional composite by the ANSYS finite element analysis code.

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Physicochemical Properties and Intestinal Bacterial Growth-Promoting Effect of Cell-Wall Polysaccharides from Cucumber Peel

  • Jun, Hyun-Il;Song, Geun-Seoup;Lee, Young-Tack;Kim, Young-Soo
    • Food Science and Biotechnology
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    • 제14권3호
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    • pp.375-379
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    • 2005
  • Physicochemical properties, intestinal microbial growth, and inhibitory effects of alcohol-insoluble polysaccharide (AIP) extracted from cucumber peel were investigated. AIP was composed of 14.54% crude protein, 1.04% crude lipid, 13.74 % crude ash, 9.1% soluble dietary fiber, and 41.2% insoluble dietary fiber. AIP showed low bulk density (0.18 g/mL) and water-holding capacity (6.39 g/g), and high oil-holding capacity (3.96 g/g). Pectic substance fractions [water-soluble pectic substance (WSP), ethylenediaminetetraacetic acid-soluble pectic substance (ESP), and alkali-soluble pectic substances (ASP)] and hemicellulose fractions [1 M KOH-soluble hemicellulose (KHP1) and 4 M KOH-soluble hemicellulose (KHP4)] were obtained from sequential chemical fractionation of AIP. WSP showed higher total sugar contents than total uronic acid contents, whereas opposite results were observed in ESP and ASP. Molecular weight distributions of three pectic substance fractions were in order of ASP>ESP>WSP. Ion exchange chromatogram pattern of WSP was different from those of ESP and ASP. Major component of WSP was fraction eluted by 0.05 M ammonium acetate buffer, whereas that of ESP and ASP was fraction eluted by 0.2 M NaOH. WSP and ASP showed growth-promoting activities against Lactobacillus brevis, Bifidobacterium bifidum, and B. longum, whereas B. bifidum and B. longum for ESP. KHP1 and KHP4 fractions had significant growth-promoting activities against B. bifidum.

모재-섬유 함침 비율에 따른 건설용 GFRP 기둥구조의 고유진동 특성 (Natural Frequency Characteristics of GFRP Pole Structures for Civil Structures with Different Fiber-Volume Fraction)

  • 이상열
    • Composites Research
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    • 제27권2호
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    • pp.66-71
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    • 2014
  • 본 연구는 GFRP 복합재료로 구성된 기둥 구조에 대하여 마이크로 역학 접근방법에 의한 섬유의 함침비율 변화에 따라 탄성계수를 예측하고 매크로 역학 기반으로 고유진동 특성을 분석하였다. 본 연구에서 제시하는 멀티 스케일 접근법에 의한 유한요소 모델은 해석의 정확성과 재료들 간의 상관관계를 상세하고 정확이 보여준다는 장점이 있다. 수치해석은 적층 갯수, 적층배열, 섬유함침비율의 변화에 따라서 고유진동의 변화를 분석하는데 중점을 두고 있다. 수치예제로부터 섬유와 모재의 재료비율은 거시적 동역학적 특성에 중요한 영향을 주고 있음을 알 수 있었다. 본 연구는 고유진동에 영향을 미치는 최적의 섬유와 모재 재료비율을 상세 분석하였으며, 해석 결과는 건설용으로서의 복합소재 기둥구조가 경제적이면서 우수한 동적 구조 성능을 만족하도록 설계하는데 기여할 수 있을 것으로 기대된다.

강섬유 혼입률에 따른 철근콘크리트 외부 보-기둥 접합부의 내진성능에 대한 실험적 연구 (An Experimental Study on the Seismic Performance of Reinforced Concrete Exterior Beam-Column Joint with Steel Fiber Volume Fractions)

  • 이장재;배백일;최창식
    • 대한건축학회논문집:구조계
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    • 제34권4호
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    • pp.15-23
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    • 2018
  • The purpose of this study is to evaluate the anchorage capacity of longitudinal bars for reinforced concrete exterior beam - column joints with steel fiber volume fractions. For this purpose, the steel fiber volume fraction was set to 0, 1, 2%, and the performance was compared with that of each other specimens. According to the test results, the maximum strength of EX-HK-NJR-0 decreased by 13% compared with the control specimen and EX-HK-NJR-1 decreased by 3% compared to the control specimen. However, when 2% of steel fiber was mixed, the maximum strength increased about 56% compared to the control specimen. The energy dissipation capacity of EX-HK-NJR-0 (when no transverse steel bars are placed) decreased by 61% compared to the control specimen. In addition, the energy dissipation capacity of the specimens with a steel fiber content of 1% decreased by 5% and 2% increased by 94% compared to control specimen. EX-HK-NJR-1,2 and the control specimen EX-HK-JR-0 experienced yielding of the reinforcing bars at the column interface before maximum strength development. However, when the EX-HK-NJR-0, the reinforcing bars at the column interface experienced yielding after maximum strength development. Therefore, reinforcement of steel fiber is considered to reduce the required development length for yielding of steel bars.