• 한국의상디자인학회지
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• 제24권1호
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• pp.35-43
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• 2022

This study aims to analyze the physical properties of non-woven fabric sheets, which continue to grow in the cosmetic market. Non-woven fabric sheets were used as specimens, and a total of 17 samples were analyzed. To evaluate the physical properties of the non-woven fabric sheet, the weight, tensile strength, surface properties, free swell absorption, and wet stiffness were tested. Through the results itw was determined that non-woven fabric sheets for mask packs should be manufactured considering fiber arrangement so that the weight is 40 g/m², and the tensile strength should be maintained near 12 kgf. In addition, it was confirmed that the material selection and process conditions should be adjusted so that the free swell absorption is at least 8 g/g, and the wet stiffness is 200 mg. Therefore, since the non-woven fabrics for the mask sheets can be used in various products depending on fabric composition, this study will be expected to be basic data for the continuous growth of the sheet-type mask packs coming to market.

• 한국구조물진단유지관리공학회 논문집
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• 제22권4호
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• pp.100-107
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• 2018

본 연구의 목적은 철근콘크리트 휨 부재에 탄소섬유시트, 유리섬유시트, PET(polyethylene terephthalate) 섬유 등을 이용하여 보강했을 때, 보강재 종류, 보강재 물성, 보강량 등에 따른 보강효과를 파악하는 것이다. 변수별 보강효과를 파악하기 위해 가상의 휨부재를 기준실험체로 선정하여, 기준실험체에 대해 항복단면과 극한단면일 때의 모멘트-곡률 관계를 파악하였다. 보강하지 않은 기준실험체에 보강재 종류, 보강재 물성, 보강량 등 다양한 변수를 적용하여 총 11개의 실험체의 모멘트-곡률 곡선을 비교하였다. 분석 결과, 보강하지 않은 실험체에 비해 보강한 실험체의 휨강도는 높게 나타났다. 그러나 연성에 대해서는 보강하지 않은 기준실험체가 가장 우수한 것으로 나타났다. 변수별 휨 보강효과는 보강량이 많고, 파괴시 재료강도가 높을수록 우수하게 나타났으며, 연성효과는 보강재의 파괴시 변형률이 높을수록 우수한 것으로 나타났다. 손상 전과 손상 후의 보강효과에 대해서는 휨보강 효과와 연성효과 모두 10% 이내로 미미하게 나타나 손상상태에 있더라도 온전한 상태로 해석해도 큰 차이가 없을 것으로 판단된다.

• 열처리공학회지
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• 제5권4호
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• pp.209-214
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• 1992

7072Al 을 기지로하고 W 섬유를 강화재로 사용하여 진공 hot press 에서 복합재료를 제조한 후 시간을 변수로 열처리하여 처리시간에 다른 계변층의 변화와 이에 따른 기계적 성질의 변화를 비교 검토하였다. 각종기기(SEM, XRD 등)를 사용하여 계면층을 분석한 결과 처리시간이 10시간까지는 계면층의 변화는 미미하였으나 10시간을 초과하면서 계면층은 현저히 성장하기 시작했다. 이 계면층은 취성이 있는 $WAl_{12}$ 및 $WAl_5$의 화합물로 확인되었다. 이 화합물층의 생성은 기계적성질의 저하를 초래화고 있었다. 즉 인장강도가 처리시간이 10시간을 초과하면서 현저하게 감소하고 있었다. 또한, 파괴양상은 계면화합물층으로 인해 열처리한 후에는 열처리전의 연성파괴에서 취성파괴로 변화되었다.

• 한국구조물진단유지관리공학회 논문집
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• 제12권3호
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• pp.119-126
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• 2008

국내에서 공동주택이 대량으로 공급되었던 1980~1990년대에는 콘크리트의 설계기준강도가 약 18MPa로 낮았으며 또한 대부분의 기둥은 수직하중만을 고려하여 설계되었다. 본 연구에서는 수명이 오래된 콘크리트 기둥의 성능을 향상시키기 위하여 시공이 간편하고 내식성이 우수하며 인장성능이 매우 뛰어난 탄소섬유시트로 보강된 RC 기둥의 압축강도 성능평가 실험을 수행하였다. 기둥을 구속하는 탄소섬유시트의 wrapping 각도는 수직하중과 수평하중에 저항할 수 있도록 기둥의 재축방향에 대하여 ${\pm}60^{\circ}$ 각도로 보강하였다. 실험을 수행한 후 압축강도 및 변형률의 증가양상과 시험체의 파괴양상을 분석하였으며 실험결과의 회귀분석을 수행하여 향상된 압축강도를 예측할 수 있는 회귀식을 작성하였다.

• 한국생산제조학회지
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• 제21권4호
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• pp.644-650
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• 2012

This paper show the 2kW fiber laser cutting properties of SS400. The study was comparison of traditional 4kW $CO_2$ Laser cutting and 2kW Fiber laser cutting characteristics for the application of Industrial 2D Laser Cutting Machine. The laser used in this investigation was an IPG YLU-2000 multi-mode Ytterbium Fiber machine with a maximum power of 2000W and a wave length of 1070 nm. The laser was used in its Continuous Wave (CW) mode with an approximately top hat beam intensity distribution. Fiber laser high quality cuts at a large range of speeds (ranging from 2000 to 3800 mm/min) which has been obtained for the 2.3mm Sheet of SS400. 2kW power Fiber laser cut was able to max. 20mm sheets of SS400 (speed range from 650 to 850 mm/min). Fiber laser cutting used in conventional hole nozzle could cut 12mm SS400 but used in special dual cutting nozzle could cut 20mm SS400.

• Computers and Concrete
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• 제5권6호
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• pp.509-524
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• 2008

Containment structures not only are leak-tight barriers, but also may be subjected to impacts caused by tornado-generated projectiles, aircraft crashes or the fragments of missile warhead. This paper presents the results of an experimental study of the impact resistance of steel fiber-reinforced concrete against 45 g projectiles at velocity around 2500 m/s. An explosively formed projectile (EFP) was designed to generate an equivalent missile fragment. The formation and velocity of EFP are measured by flash x-ray. A switch made of double-layered thin copper sheets controlled the exposure time of each flash x-ray. The influence of the fiber volume fraction on the crater diameter of concrete slab and the residual velocity of the projectile were studied. The residual velocity of the projectile decreased as the fiber volume fractions increased. In this work, the residual velocity of the projectile was to 44% that of plain concrete when the fiber volume fraction exceeded 1.5%. Based on the present finding, steel fiber reinforced concrete with the fiber volume fraction exceeding 1.5% appear to be more efficient in protection against high velocity fragment impact.

• Journal of Computational Design and Engineering
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• 제2권2호
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• pp.88-95
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• 2015

Recently, fiber composite materials have been attracting attention from industry because of their remarkable material characteristics, including light weight and high stiffness. However, the costs of products composed of fiber materials remain high because of the lack of effective manufacturing and designing technologies. To improve the relevant design technology, this paper proposes a novel simulation method for deforming fiber materials. Specifically, given a 3D model with constant thickness and known fiber orientation, the proposed method simulates the deformation of a model made of thick fiber-material. The method separates a 3D sheet model into two surfaces and then flattens these surfaces into two dimensional planes by a parameterization method with involves cross vector fields. The cross vector fields are generated by propagating the given fiber orientations specified at several important points on the 3D model. Integration of the cross vector fields gives parameterization with low-stretch and low-distortion.

• 한국산업융합학회 논문집
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• 제25권6_3호
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• pp.1165-1171
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• 2022

In this paper, the results of an experimental study were presented by measuring and comparing the flexural strength and deformation on the carbon fiber sheet strength reinforced concrete beam considering end anchorage effect. For this purpose, total six specimens of 100×100×600mm size were prepared and tested according to the KDS 14 20 20. The specimens were categorized in three cases as reference beams without strengthening, beams carbon fiber strengthened but not anchored and beams carbon fiber strengthened also anchored. Experimental results showed that the end anchorage contributed to increase the flexural strength about 42% greater than that of carbon fiber sheets alone, and the number and width of cracks were relatively increased. The results support a considerable effects of end anchorage for carbon fiber strengthened reinforced concrete beams in enhancing the flexural performance. Further studies are needed in durability and long term behavior of carbon fiber sheet strengthened reinforced concrete beams.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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• pp.840-845
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• 1999

In this study, it was experimentally investigated the effectiveness of repair and strengthening methods for RC beams deteriorated under severs enviromental conditions. Polymer cement were employed to restore the sectional loss and aramid fiber-reinforced sheet was used to reinforce the surface subject to tension. Repaired and strengthened reinforced-concrete samples were subjected to loading tests. The tests revealed that the sectional restoration enhanced the loading capability of the sample structures. Additional strengthening with one aramid fiber-reinforced sheet improved 18% of yielding load and 30% of ultimate load of the structure. Reinforcing with two aramid fiber-reinforced sheets brought about an enhancement of 22% of yielding loading and 49% of ultimate load.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2003년도 춘계학술발표대회 논문집
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• pp.37-41
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• 2003

In this study the mechanical behaviors of fiber metal laminates (FML) such as ARALL, GLARE and CARE which are recently developed as new structural materials and known to have excellent fatigue resistant characteristics while with relatively low densities compared to the conventional aluminum materials, are considered through the classical lamination theory. The mechanical properties such as elastic moduli, thermal expansion coefficients and hygro-thermally induced residual stresses in the fiber metal laminates are obtained and compared each other. Also load carrying mechanism between metal sheets and composite layers in the FML are considered.