• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.23-28
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• 2001

Since the steel fiber used in concrete to improve shear and ductility capacity, a number of laboratory tests have been studied to define shear strengthening effect according steel fiber contents in concrete. This study investigates shear strengthening effect of steel fiber in RC columns according to compression strength of concrete. From the structural performance test, following conclusions can be made; the maximum enhancement of shear strengthening effect can be achieved at about 1.0 %~l.5 % of steel fiber contents in comparison with shear capacity ratio, and ductility capacity slightly improved as steel fiber contents increased.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1996년도 가을 학술발표회 논문집
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• pp.321-327
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• 1996

The result of an experimental study on the mechanical properties of different types of polypropylene fiber reinforced concrete are presented in this paper. This study has been performed to obtain the properties of PFRC such as slump, Vee-Bee time, compressive strength, tensile strength, flexural strength, toughness and resistance to impact. The test variables are fiber content, fiber types, fiber length and W/C ratio. Polypropylene fibers were effective in reinforcing the matrix. A remarkable increase in toughness was observed by the addition of polypropylene fibers.

• Asian-Australasian Journal of Animal Sciences
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• 제18권8호
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• pp.1116-1124
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• 2005

The influence of fiber content of hay (low-fiber 47% NDF and high-fiber 62% NDF of DM) and concentrate level (high 50% and low 20% of ration DM) on chewing activity, passage rate and nutrient digestibility were tested on four restrict-fed (11.1 to 13.7 kg DM/d) Holstein cows in late lactation. Aspects of ruminal fermentation and digesta particle size distribution were also investigated on two ruminally cannulated (100 mm i.d.) cows of the same group of animals. All digestion parameters studied were more affected by the fiber content of the hay and its ratio to non structural carbohydrates than by the concentrate level. Giving a diet of high-fiber (62% NDF) hay and low concentrate level (20%) increased chewing activity but decreased solid passage rate and total digestibility of nutrients due to a limited availability of fermentable OM in the late cut fiber rich hay. A supplementation of high-fiber hay with 50% concentrate in the diet seems to improve the ruminal digestion of cell contents, whilst a depression of the ruminal fiber digestibility was not completely avoided. Giving a diet of low-fiber (47% NDF) hay and high concentrate level (50%) reduced markedly the chewing and rumination activity, affected negatively the rumen conditions and, consequently, the ruminal digestion of fiber. A reduction of the concentrate level from 50 to 20% in the diet of low-fiber hay improved the rumen conditions as reflected by an increase of the ruminal solid passage rate and of fiber digestibility and in a decrease of the concentration of large particles and of the mean particle size of the rumen digesta and of the faeces. Generally, it can be summarised that, (i) concentrate supplementation is not a strategy to overcome limitations of low quality (fiber-rich) hay, and (ii) increase of the roughage quality is an effective strategy in ruminant nutrition, especially when concentrate availability for ruminants is limited.

• Composites Research
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• 제19권6호
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• pp.16-22
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• 2006

다양한 조건 하에서 최상의 관통 특성을 발휘하기 위한 최적 조건에 대해 연구하였다. 섬유 종횡비(AR: 섬유 길이/섬유 직경), 계면 조건 그리고 섬유 함유량을 관통 저항력과 마찰력에 지대한 영향을 미치는 변수들로 고려하였다. 단섬유 강화고무의 관통 저항력은 기지에 비해 최대 3.4배 증가하였다. 동일한 섬유 종횡비와 섬유 함유량에서 계면 조건이 우수할수록 더 높은 관통 저항력을 보였다. 기지와 섬유 종횡비가 155이하인 일부 단섬유 강화고무의 마찰력은 존재치 않았다. 우수한 계면과 높은 섬유 종횡비를 갖는 단섬유 강화고무의 마찰력은 기지의 관통 저항력보다도 더 높았다. 전체적으로 계면 조건과 섬유 종횡비 그리고 섬유 함유량이 단섬유 강화고무의 관통 특성에 지대한 영향이 미침을 확인하였다.

• Composites Research
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• 제20권6호
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• pp.28-33
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• 2007

단섬유 강화고무의 관통 특성에 대해 섬유 종횡비(AR: 섬유 길이/섬유 직경), 섬유 함유량, 시편 크기 그리고 시험속도를 변수로 하여 연구하였다. 기지와 단섬유 강화고무의 관통 저항은 시편 크기의 증가에 따라 감소하였고, 동일한 시편 크기에서 시험 속도의 증가에 따라 관통 저항력은 증가하였다. 각각의 섬유 함유량에서 섬유 종횡비가 클수록 높은 관통응력 값을 보였다. 인장강도와 관통응력의 비교를 통해 시편 형상의 문제점에 대해 고찰하였다. 기지와 단섬유 강화고무의 막에 작용하는 힘은 시편의 크기에 관계없이 유사한 값을 보였고, 동일한 시편 크기에서 시험속도의 증가에 따라 증가하였다. 각각의 섬유함유량에서 섬유 종횡비가 클수록 막에 작용하는 힘은 크게 나타났다 전체적으로 시편 크기, 시험속도가 단섬유 강화고무의 관통 특성에 지대한 영향을 미침을 확인하였다.

• 한국섬유공학회:학술대회논문집
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• 한국섬유공학회 1988년도 학술발표초록집
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• pp.34-34
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• 1988

The pyroelectricity of poly(vinylidenefluoride) films prepared by varying the draw ratio and the poling field was investigated. As the draw ratio and the electric field on poling of the drawn samples increased, so did the pyroelectric coefficient. But the effect of electric field on the pyroelectricity was greater than that of draw ratio. The pyroelectric and piezoelectric activities could be explained by the polarization using the thermally stimulated current. The relation between pyroelectric coefficient and piezoelectric stress constant showed a good linearity.

• 한국섬유공학회:학술대회논문집
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• 한국섬유공학회 1994년도 추계 학술발표회
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• pp.135-136
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• 1994

Anionic water dispersible copolyesters were synthesized by the polycon-densation of dimethyl isophathalate/5-sodium sulfo dimethyl isophathalate with ethylene glycol/diethylene glycol. Structrual analyses such as NMR, Irm WAXD analyses were done and copolyesters were found to be correctly synthesized. Relation between feed ratio and composition ratio of EG/DEG in copolyesters was confirmed by NMR analysis. Solubility test was done to find out optimum conditon of DMS feed ration of 10 mol% in dimethyl esters. Water resistance of copolyesters decreased with the increase of DMS or DEG molar feed ratio.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2017년도 추계 학술논문 발표대회
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• pp.15-16
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• 2017

In this study, the flexural behavior of fiber-reinforced concrete by fiber type were evaluated. As a result, the flexural strength of the hooked steel fiber-reinforced concrete(HSFRC) was lower than that of the amorphous metallic fiber reinforced concrete(AFRC), however it was shown strain-softening behavior by the pull-out of fiber. The flexural strength and the equivalent flexural strength of polyamide fiber-reinforced concrete(PAFRC) were lower than other specimens, but the equivalent flexural strength ratio was similar to that of AFRC. The flexural behavior of the fiber-reinforced concrete was associated with the bonding and pull-out properties of the fiber and matrix depending on the fiber type.

• 전기학회논문지
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• 제56권10호
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• pp.1823-1825
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• 2007

Based on Faraday effect, the variation of current flowing through the conductor can be encoded as that of azimuth angle of light polarization propagating through the fiber coil wound onto the conductor. The amount of current can be obtained by measuring the variation of the light intensity transformed from that of the azimuth angle through a polarization analyzer. In this paper we propose a fiber-optic current sensor system that employs a fiber polarization analyzer as a sensor interrogation device. The fiber polarization analyzer was prepared by inscribing a long-period fiber grating on a high birefringent fiber. At the fixed wavelength of 1522.5 nm, the fabricated fiber device has the polarization extinction ratio of more than 25 dB. The measurement of large current up to 600 Arms was accomplished based on a simple fiber interrogation device and the measurement output of the sensor system showed a good linearity.

• 한국농공학회지
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• 제44권4호
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• pp.123-128
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• 2002

This study was performed to use fiber mixed soil which has clayey soil or sandy soil with fibrillated fiber or monofilament fiber on purpose of construction materials, filling materials, and back filling materials. In addition, this study was conducted to analyze strength properties and fiber reinforcing effect with fiber mixed soil by direct-shear test. In case of fibrillated fiber mixed soil, the more quantity of fiber was in both cohesive soil and sandy soil, the larger shear stress was in respective step of normal load. The respective mixed soil at 0.5% and 0.1% mixing ratio of monofilament fiber mixed soil showed maximum shear stress. According to unconfined compression or direct-shear test, making specimen of the monofilament fiber mixed soil, it is required to be careful and stable mixing method, while it is expected that monofilament fiber mixed soil doesn't increase strength.