• 한국화재소방학회논문지
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• 제33권3호
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• pp.21-28
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• 2019

본 연구에서는 섬유강화 열가소성 플라스틱 복합재료(Fiber Reinforced thermo plastics, FRTP)의 기계적 특성 및 화재 위험성 예측을 위한 연소특성을 평가하였다. 폴리카보네이트와 나일론에 섬유강화재로 유리섬유와 탄소섬유를 각각 0~40 wt% 혼합하여 특성변화를 실험한 결과, 섬유강화재의 함유율이 증가할수록 비강도와 열변형 온도가 증가하였고 난연성은 유리섬유 함유율이 30 wt% 이상인 경우 V-0 등급을 보였다. 연소특성의 경우 섬유강화재의 함유율이 증가함에 따라 착화시간도 비례하여 증가하였으며, 최대 열방출율은 섬유강화재를 40 wt% 함유 시 함유하지 않았을 때보다 폴리카보네이트는 약 51%, 나일론은 약 24% 수준으로 낮아졌다. CO 발생율은 일정시간까지 감소하다가 증가하는 경향을 보이며, 이는 시간이 지남에 따라 불완전연소에 의한 것으로 판단된다. CO₂ 발생율은 열방출율과 매우 유사한 경향을 보이며, 최대 CO₂ 발생율은 섬유강화재를 40 wt% 함유 시 함유하지 않았을 때보다 폴리카보네이트는 약 50%, 나일론은 약 28% 수준으로 낮아졌다.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2008년도 추계학술대회 논문집
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• pp.373-374
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• 2008

• 한국농공학회지
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• 제42권2호
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• pp.86-92
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• 2000

The model using homogenization technique based on energy concept for the prediction of the failure criterion of staple fiber mixed soil was developed to increase the practice and the application of staple fiber as a reinforcement for improving soft ground. Parameters of the model are aspect ratio and volumetric content of fiber, cohesion and internal friction angle of soil, adhesion intercept and interface friction angle of soil and fiber. It is considered that the model developed in this study is applicable to the soil composed of clay, silt and sand mixed by thread types of fiber such as steel bar, steel fiber, natural fiber etc.

• 한국농공학회논문집
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• 제57권2호
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• pp.47-56
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• 2015

At the present, the mechanized form roads pavement was constructed with plain concrete. Mostly, it was used by welded wire mesh for preventing crack. Cellulose fibers for the reinforcement of concrete offer relatively high levels of elastic modulus, fiber count (per unit weight), specific surface, and bond strength to cement-based materials. The construction of concrete pavement confirmed that cellulose fiber reinforced concrete was applicable to mechanized form roads pavement. In the study, cellulose fibers were used here at 0.08 % volume fraction, which is equivalent to a fiber content of $1.2kg/m^3$. Cellulose fiber reinforced concrete were compared with plain concrete. Field test results indicated that cellulose fiber reinforced concrete showed slightly to increase of 28 days compressive strength and improved the initial strength. it tended to increase of splitting tensile strength. Test results showed that the slump and air content tend to decreased. but, the variation of air contends is very little. Also, construction cost of cellulose fiber reinforced concrete is less than about 25.7 % the case of welded wire mesh previously used. Therefore, The cost reduction is expected to be possible in construction site by mechanized form roads pavement.

• 한국수산과학회지
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• 제42권4호
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• pp.360-365
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• 2009

The dietary fiber and crude fiber contents of different thallus regions (blade, stipe, and holdfast) in three brown algae (Laminaria japonica, Ecklonia stolonifera, and E. cava) were detennined at different ages, and then compared with one another. On a dry matter basis, the soluble dietary fiber (SDF) content was highest ($10.8{\pm}0.5%$) in the holdfast of 2-year old L. japonica, and the insoluble dietary fiber (IDF), total dietary fiber (TDF), and crude fiber (CF) contents were highest in the holdfast of 2-year old E. cava at $44.5{\pm}0.7%$, $50.2{\pm}0.5%$, $6.8{\pm}0.7%$, respectively. The IDF, TDF, and CF contents of these three species were measured in the following order: holdfast > stipe > blade, and the SDF contents of L. japonica exhibited the reverse of this trend. The TDF/CF ratio of 1-year old L. japonica, E. stolonifera, and E. cava was greater than was observed in the corresponding 2-year old samples. This is, to the best of our knowledge, the first report demonstrating that the holdfasts of L. japonica, E. stolonifera, and E. cava are rich in dietary fiber contents, especially IDF, TDF, and CF.

• 한국농공학회지
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• 제27권2호
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• pp.47-56
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• 1985

Wasting fiberous residues from the cutting processes of steel materials at an iron-Works were mixed with concrete. The strength and toughness of steel fiber concrete with different steel contents were tested in a laboratory. The test results showed that the steel fiber residues can be used for the reinforcement of concrete. The potential applications of such product include floor constructions for facilities like dairy barns, grain storages, and machinery shops. The test results are as follows. 1. The compressive strengths of steel fiber concrete with one percent steel content by volume were 20 percent greater than that of plain concrete. The treatments also increased the concrete toughness by 96 percent. 2. When applied to tensile forces, the steel fiber concrete showed the increased strengths by 20 percent, and the toughness by 48 percent. 3. The steel content levels greater than or equal to 1.5 percent by volume resulted in the decreases of the compressive and tensile strengths of steel fiber concrete by 10 percent as compared to plain concrete. The concrete toughness increased with the steel contents. 4. The reinforcement effects of steel fiber depend on the quality of fiber material being used. Good steel fiber for concrete reinforcement appears to be uniform in shape and component, fine and long, and round-shaped.

• Advances in concrete construction
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• 제10권3호
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• pp.257-269
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• 2020

The aim of this study is to investigate the flexural performance of hybrid fiber reinforced self-compacting concrete (HFRSCC) having different ratio of micro and macro steel fiber. A total of five mixtures are prepared. In all mixtures, the sum of the steel fiber content is 1% and also water/binder ratio is kept constant. The amount of high range water reducer admixture (HRWRA) is arranged to satisfy the workability criteria of self-compacting concrete. Four-point bending test is carried out to analyze the flexural performance of the mixtures at 28 and 56 curing days. From the obtained load-deflection curves, the load carrying capacity, deflection and toughness values are investigated according to ASTM C1609, ASTM C1018 and JSCE standards. The mixtures containing higher ratio of macro steel fiber exhibit numerous micro-cracks and, thus, deflection-hardening response is observed. The mixture containing 1% micro steel fiber shows worst performance in the view of all flexural parameters. An improvement is observed in the aspect of toughness and load carrying capacity as the macro steel fiber content increases. The test results based on the standards are also compared taking account of abovementioned standards.

• 한국식품과학회지
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• 제28권4호
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• pp.702-706
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• 1996

겉보리는 17.2%의 식이섬유를 함유하였으며 도정후에는 7.3%를 함유하였다 도정하지 않은 쌀보리는 14.9%의 식이섬유를 함유하였다. 보리를 Udy cyclone mill로 분쇄한 후 sieve (400 mesh)를 사용하여 식이섬유가 풍부한 부분을 분리한 결과 쌀보리는 7.0% 수용성 식이섬유, 13.7% 불용성 식이섬유, 20.9% 총 식이섬유를 함유하였다. 식이섬유가 풍부한 보리가루를 밀가루에 10, 20, 30% 혼합하여 제빵하였을 때 보리가루의 첨가량이 증가함에 따라 수분흡수율, 반죽시간, 빵의 무게는 증가하였으나 빵의 부피는 감소하였다. 밀가루에 보리가루를 10% 혼합하였을 때 밀가루의 식이섬유는 3.0%에서 3.8%로 증가하였으며 빵의 식이 섬유 함량도 3.0%에서 5.0%로 증가하였다. 관능검사 결과 쌀보리가루를 10%혼합하여 제조한 빵의 관능적 성질은 100% 밀가루빵과 큰 차이를 나타내지 않았다. 제빵후 수용성 식이섬유의 함량은 변화하지 않았으나 불용성 식이섬유의 함량은 증가하여 총 식이섬유 함량은 증가하였다.

• Computers and Concrete
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• 제27권5호
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• pp.417-435
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• 2021

The optimal distribution of steel fibers over different layers of concrete can be considered as an appropriate method in improving the structural performance and reducing the cost of fiber-reinforced concrete members. In addition, the use of waste tire rubber in concrete mixes, as one of the practical ways to address environmental problems, is highly significant. Thus, this study aimed to evaluate the flexural behavior of functionally graded steel fiber-reinforced concrete containing recycled tire crumb rubber, as a volume replacement of sand, after exposure to elevated temperatures. Little information is available in the literature regarding this subject. To achieve this goal, a set of 54 one-, two-, and three-layer concrete beam specimens with different fiber volume fractions (0, 0.25, 0.5, 1, and 1.25%), but the same overall fiber content, and different volume percentages of the waste tire rubber (0, 5, and 10%) were exposed to different temperatures (23, 300, and 600℃). Afterward, the parameters affecting the post-heating flexural performance of concrete, including flexural strength and stiffness, toughness, fracture energy, and load-deflection diagrams, along with the compressive strength and weight loss of concrete specimens, were evaluated. The results indicated that the flexural strength and stiffness of the three-layer concrete beams respectively increased by 10 and 7%, compared to the one-layer beam specimens with the same fiber content. However, the flexural performance of the two-layer beams was reduced relative to those with one layer and equal fiber content. Besides, the flexural strength, toughness, fracture energy, and stiffness were reduced by approximately 10% when a 10% of natural sand was replaced with tire rubber in the three-layer specimens compared to the corresponding beams without crumb rubber. Although the flexural properties of concrete specimens increased with increasing the temperature up to 300℃, these properties degraded significantly with elevating the temperature up to 600℃, leading to a sharp increase in the deflection at peak load.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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• pp.481-482
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• 2009

본 연구는 양생방법 및 PP섬유 혼입율 변화에 따른 고강도 콘크리트의 내화특성에 대하여 분석하였는데 그 결과를 요약하면 다음과 같다. 먼저, 폭렬성상으로 표준양생의 경우는 PP섬유 혼입률 0.05%이상에서 폭렬이 방지되는 것으로 나타났고, 오토클레이브 및 증기양생의 경우는 혼입률 0.1 %이상에서 폭렬이 방지 되는 것으로 나타났다. 잔존압축강도 특성으로는 Plain의 경우 폭렬현상으로 인하여 측정이 불가하였고 PP섬유 혼입율 증가에 따라서는 30 MPa 전후의 잔존압축강도를 나타내었다.