• Science of Emotion and Sensibility
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• v.21 no.2
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• pp.89-100
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• 2018

This study was performed to develop face towel fabrics that reflect consumer's tactile preferences. Three different kinds of pile fiber (100% cotton, 50% cotton/50% bamboo, 100% bamboo) of the towel fabrics were selected for the test. The towels were laundered one, five and 10 times repeatedly in a normal washing condition, and fabric softeners were applied to the towels that were laundered 10 times. The flexibility and absorbency (absorption rate and water absorptivity) were evaluated by laundering times of the face towels. Male and female university students evaluated their subjective sensations of the face towels. The flexibility of towel fabrics showed no significant difference according to type of pile fiber or laundering time. The absorbency of the towels was significantly different according to the type of pile fiber and laundering time. The absorption rate was higher in 100% bamboo fiber, and water absorptivity was higher for cotton fibers. There were no significant differences in subjective sensation according to the type of pile fiber of towels before laundering. As the frequency of laundering increased, the tactile preference for the towel slightly decreased. The 100% bamboo towel was rated the most comfortable among the three kinds of towels. The tactile preference for the towels was influenced by smoothness, fabric softness, and softener treatment, in that order.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.2A
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• pp.105-113
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• 2011

This study evaluated the effects of fibers on the mechanical properties and chemical solution resistance of porous concrete with fiber type (jute, pulp, PVA and nylon fiber) and fiber volume fraction (0.0%, 0.1%, 0.2%, 0.3%). The tests that were carried out to analysis the properties of porous concrete included compressive strength, void ratio, pH value, and chemical solution exposure with varying type and volume fraction of fiber were conducted. The type and volume fraction of fiber also affected the void ratio, compressive strength, flexural strength and chemical solution exposure. Increased volume fractions of fiber resulted in improved properties of the compressive strength, flexural strength and void ratio. However, the difference between the measured pH value and chemical resistance of porous concrete with fiber type and volume fraction was not significant.

• Proceedings of the Korean Fiber Society Conference
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• 1999.10a
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• pp.211-214
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• 1999

• Journal of the Korean Geosynthetics Society
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• v.2 no.1
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• pp.27-37
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• 2003

The factors affecting shear strength and friction characteristics of the fiber-mixed soil can be classified into engineering properties of soil; particle-size, distribution, and particle shape, physical and mechanical properties of fiber; shape, length, diameter, tensile strength, elastic modulus, friction coefficient, and mixed ratio and external factors; confined stress and compaction condition. In this study, a series of shear friction tests and pull-out tests were performed to evaluate the friction properties of fiber-mixed soil according to soil type, fiber type, fiber mixed ratio and compaction degree. The materials and test conditions used in this study are as follows. Soils: SM and ML; mixing fibers: three types of polypropylene fibers(net type 38mm and 60mm, and line type 60mm); reinforcement: geogrid; mixing ratio: 0.2% and 0.3%; degree of compaction : 85% and 95%.

• Journal of the Korean Recycled Construction Resources Institute
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• v.12 no.2
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• pp.135-142
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• 2024

The purpose of this study is to experimentally investigate the effect of water-binder ratio and fiber type on the compressive strength and tensile performance of fiber reinforced highly ductile composites. To achieve this, four different mixtures were prepared by varying the water-binder ratio and fiber type, and compression and tension tests were conducted. The test results showed that the influence of fiber type on compressive strength was minimal, however, the WB50 series mixture exhibited a 29 % lower strength compared to the WB40 series mixture, indicating a significant effect of the water-binder ratio. On the other hand, the effect of fiber type on tensile properties was found to be more significant than that of the water-binder ratio. Tensile strain capacity ranged from 2.9 % to 6.2 %, with PE series mixtures showing 1.63 to 2.14 times higher performance compared to PVA series mixtures. Additionally, the crack patterns of the PE series mixtures were superior than those of the PVA series mixtures.

• Proceedings of the Korean Society For Composite Materials Conference
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• 1999.11a
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• pp.189-193
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• 1999

Glass fiber의 국내ㆍ외 현황은 최종 용도에 따라 여러 가지 유리섬유를 선별, 적절히 그의 물성을 이용하는데 있으며 아울러 꾸준히 이용도를 넓히고 개척하는데 있다고 할 수 있다. 따라서 유리섬유의 종류도 최고 10여가지가 개발되어 사용하고 있는데 국내는 아직 E-glass fiber만 생산하고 있는 실정이다. 이런 이유는 여러 가지가 있겠지만 시장성 및 활용도가 외국에 미치지 못해 섬유 종류의 다변화가 요구되지 못하며 방사기술의 낙후성도 문제가 있지 않나 추론하고 있다. 특히 spinning system 차이로 인해 현재는 multi-PCB용 유리섬유는 전량 수입하고 있는 실정이다. (중략)

• Journal of the Korea Concrete Institute
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• v.24 no.1
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• pp.79-86
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• 2012

Though steel reinforcing bars are the most widely used tensile reinforcement, corrosion problems are encountered due to the exposure to aggressive environments. As an alternative material to steel, the fiber reinforced polymers have been used as reinforcement in concrete structures. However, bond strength of FRP rebar is relatively low compared to steel rebar. It has been reported that fibers in matrix can resist crack growth, propagation and finally result in an increase of toughness. In this study, high-strength concrete reinforced with structural fibers was produced to enhance interfacial bond behavior between FRP rebar and concrete matrix. The interfacial bond-behaviors were investigated from a direct pullout test. The test variables were surface conditions of GFRP bars and fiber types. Total of 54 pullout specimens with three different types of bars were cast for bond strength tests. The bond strength-slip responses and resistance of the bond failure were evaluated. The test results showed that the bond strength and toughness increased according to the increased fiber volume.

• Korean journal of food and cookery science
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• v.13 no.4
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• pp.472-477
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• 1997

Iron was bound to neutral detergent fiber (NDF) obtained from 15 kinds of vegetables commonly consumed in Korea. Iron binding capacity of NDF ranged from 37.83% to 85.51%, and it increased as the pH increased and reached to the maximum at pH 7 in all vegetables. The amount of Fe bound to NDF increased as the Fe concentration increased.

• Journal of Applied Tourism Food and Beverage Management and Research
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• v.17 no.2
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• pp.95-106
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• 2006

Iron was bound by neutral detergent fiber(NDF) obtained from 15 kinds of vegetables being consumed commonly in Korea. Binding capacity of Fe of NDF ranged from 37.83% to 85.51%. Fe binding capacity of NDF increased as pH increased and reached to a maximum at pH 7 in all vegetables. The amount of Fe bound to NDF increased as Fe concentration increased.

• Proceedings of the Korean Society For Composite Materials Conference
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• 2003.10a
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• pp.59-62
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• 2003

최근 나노기술에 대한 폭발적인 관심과 함께 전기방사기술은 나노섬유를 제조할 수 있는 강력한 수단을 평가되고 있으며, 지금까지 거의 3종류 이상의 고분자들에 대한 나노섬유가 제조되었다. 또한, 나노섬유기술은 전통적인 섬유분야를 초월하여 매우 다양한 산업분야에 응용가능성이 있다. 따라서 다양한 분야에서 나노섬유를 활용하는 응용연구가 보다 활성화되어야 할 것이다.