• Title/Summary/Keyword: Fiber Contents

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Fabrication and Mechanical properties of Steel Fiber Reinforced Polyester Resin Composites Utilizing by-Products (Fly Ash) (산업부산물을 이용한 강섬유보강 폴리에스터 수지복합체의 제조 및 역학적 특성)

  • 박승범;윤의식
    • Proceedings of the Korea Concrete Institute Conference
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    • 1992.04a
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    • pp.35-40
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    • 1992
  • Results of an experimental study on the manufacture, the workability and mechanical properties of steel fiber reinforced polyester resin composites utilizing industrial waste products are presented in this paper. The fly ash polyester resin composites using steel fiber, fly ash and calcium carbonic acid (CaCo3), unsaturated polyester resin, styrene monomer, cobalt octate and methyl ethyl ketone peroxide, fine and coarse aggregates are prepared with various filler~binder rations, binder rates and mixing conditions. As a test results, the workability of steel fiber reinforced polyester resin composites are considerably dropped with increasing fly ash-binder ratio and steel fiber volume. And compressive, flexural strength and bending toughness of the composites are remarkably improved with augmenting fiber contents.

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Strength and Mechanical Characteristics of Steel-Fiber Reinforced Concrete (강섬유 보강 콘크리트의 강도 및 역학적 특성연구)

  • 오병환;이형준;백신원;임동환
    • Proceedings of the Korea Concrete Institute Conference
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    • 1990.10a
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    • pp.175-178
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    • 1990
  • Recently, a growing attention is paid to development of new construction materials. The fiber reinforced Concrete is recognized as one of the most promising new construction materials. A comprehensive experimental study was conducted to explore the mechanical behavior of steel fiber reinforced concrete. The major variables in the experiment were the fiber contents and the lengths of steel fibers. The flexural, tensile, and compressive behavior of steel fiber reinforced concrete were investigated. The present study shows that the strength and ductility are remarkably increased with the increase of fiber content. The rate of strength increase due to steel fibers was found to be the highest in tension, the middle in flexure and the lowest in compression. This indicates that the steel fibers play a major role in increasing the tensile capacity.

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Effect of Dietary Fiber Levels on The Production Parameters in Colored Broiler Chicks (식이섬유 수준에 따른 유색육용계의 능력과 도체특성)

  • 김대진;한성운
    • Journal of Life Science
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    • v.6 no.4
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    • pp.278-285
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    • 1996
  • This experiments was conducted to determine the effect of dietary fiber(DF) levels with diets of isocaloric (3,010 kcal/1kg diet) and isoprotein(21% of diet) on colored brolier chicks(Juk jun hatchery farm). Four groups of 6 chicks 4 replication. were fed corn-soy meal diets containing 0% (DF, 5%), 2%(DF, 6%), 4%(DF, 7%), and 6%(DF, 8%) of dehydrated alfalfa meal(AM) from 21 to 42 days of age. The addition of dietary fiber levels to the broiler chicks diets did noty affect body weight, feed efficiency, energy efficiency and protein efficiency, but affect feed intake of chicks fed 6% of fiber. The level of fiber diets did not affect gizzard weight of female(1.45g/100g BW) and male(1.25g/100g BW), but affect small intestine length of female. When comparing two the dietary fiber levels, 5% and 8%, the contents of the total serum cholesterol was slightly higher in chicks fed 5% of fier than that of 8% without significant. However, total serum cholesterol levels of female(121mg/dl) and male(119mg/dl) were not influenced by increased dietary fiber levels. The liver weight was not influenced by increasing of dietary fiber levels (female 2.03g and male 2.05g/100g BW). The yields of dressed weight(72% of shrunk body weight), skin weight)11% of dressed weight) were not influenced by increased dietary fiber.

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Mechanical Properties of Concrete Pavement by Low Fraction of Macro Fiber (매크로 섬유의 저혼입에 따른 콘크리트 포장의 역학적 특성)

  • Choi, Sung-Yong;Park, Young-Hwan;Jung, Woo-Tai;Park, Jong-Sup
    • International Journal of Highway Engineering
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    • v.14 no.6
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    • pp.1-11
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    • 2012
  • PURPOSES : The purpose of the study was to examine dynamic features of concrete after mixing a little macro fiber with small aspect ratio and long length utilized for bridge, tunnel and shotcrete for tensile performance and crack control in domestic/overseas countries with cement concrete pavement mix. METHODS : Coarse aggregates with small aspect ratio and macro fibers with maximum length of approximately 32 mm are introduced in small quantities in the mix proportions of concrete pavement so as to prevent loss of the workability. Then, this study intends to evaluate the applicability of macro fibers in the mix proportions of concrete pavement by examining the basic construction performance, as well as the change of toughness, the equivalent bending strength and the flexural toughness index caused by compression, bending, tension and the flexural stress-displacement curve. RESULTS : As the results, in each kind of macro fiber, polyvinyl alcohol fiber and steel fiber displayed a good performance. CONCLUSIONS : In 0.2 and 0.3% of fiber contents, it is appeared that polyvinyl alcohol fiber has a large effect on improvement of tensile performance and steel fiber on improvement of deforming performance of bending stress.

Spalling Properties of High Strength Concrete Made with Various Aspect Ratios and Fiber Contents of Nylon Fiber (나일론 섬유의 형상비 및 혼입률 변화에 따른 고강도 콘크리트의 폭렬특성)

  • Song, Yong-Won;Heo, Young-Sun;Lee, Seong-Yeun;Hann, Chang-Pyung;Yang, Seong-Hwan;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2007.04a
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    • pp.55-58
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    • 2007
  • This study investigates the spatting properties of high strength concrete, $60\sim80MPa$ class, designed with diverse aspect ratios and fiber content of nylon(NY). Test showed that increase of fiber content and aspect ratio in concrete decreased the fluidity of fresh concrete, especially for 1580 and 3000 aspect ratio of fiber. As for the compressive and tensile strength, adding NY fiber did not significantly affect the values In the range of high strength. After completing the fire test, the specimens containing both 750 and 1000 aspect ratios of fiber protected the spatting occurrence even in 0.05vol.% of fiber content. This specimens indicated the residual compressive strength ratio at 37%, showing the most favorable value among other specimens. Therefore, it is demonstrated that to protect the spalling in high strength concrete considering the effective fluidity, strength and economic efficiency altogether, adding 0.05vol.% of NY fiber with 750 aspect ratio Is beneficial.

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An Fundamental Experimental Study on the Strength Characteristics of Fiber-Reinforced Polymer Concrete (섬유보강 폴리머 콘크리트의 강도특성에 관한 기초적 실험적 연구)

  • 오병환;김영선
    • Proceedings of the Korea Concrete Institute Conference
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    • 1989.10a
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    • pp.5-8
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    • 1989
  • Considerable efforts are still being made in the every part of the world to develop new construction materials. The polymer concrete is one of those promising new construction materials. The strength characteristics of fiber-reinforced polymer methods and filler contents on the properties of polymer concrete were explored. The effects of fiber addition are also discussed.

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An Experimental Study on the Durability and Dryng Shrinkage of Steel Fiber Reinforced Concrete (강섬유보강 콘크리트의 내구성 및 건조수축변형 특성에 관한 실험적 연구)

  • 박승범;윤의식;홍석주;박병철
    • Proceedings of the Korea Concrete Institute Conference
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    • 1995.10a
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    • pp.80-83
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    • 1995
  • In order to develope and apply high-performance steel fiber reinforced concrete (SFRC), the effects of steel fibers on durability and long-term deformation of SFRC due to various mixing conditions have been studied. As the test result show, the manufacturing process technology of industrial SFRC is developed And the durability of SFRC such as freeze-thaw, resisteance abrasion resistance are significantly improved, the drying shrinkage of SFRC, is remarkably decreased by increasing the steel fiber contents than plain concrete

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An Experimental Study on Flexural Behavior of Steel Fiber Reinforced Concrete Slab (강섬유보강 철근콘크리트 슬래브의 휨 거동에 관한 실험적 연구)

  • 박홍용;문정규
    • Proceedings of the Korea Concrete Institute Conference
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    • 2000.10b
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    • pp.861-866
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    • 2000
  • This experimental were investigated on the influence of steel fiber reinforcement on flexural behavior characteristics of slabs with various steel fiber contents $V_f$ and aspect ratio($\ell $/$\phi$). Deflection, crack widths, and strains of steel bar were measured with every load step. In the results of this experimental, the addition of steel fibers to conventionally reinforced concrete slab increased the ultimate load, reduced the creak width, the average crack spacing, and deflection.

Effects of Soluble Dietary Fiber on Skeletal Muscle GLUT4 Protein Contents in SHRSP Fed a High-Fat Diet (고지방식유래의 뇌졸중 유발 고혈압 흰쥐(SHRSP)에 있어서 수용성 식이 섬유의 급여가 근섬유 형태에 따른 GLUT4 발현에 미치는 영향)

  • 송영주
    • Journal of Nutrition and Health
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    • v.33 no.7
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    • pp.712-716
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    • 2000
  • The Purpose of this study is to investigate the effect of soluble dietary fiber psyllium on insulin sensitivity and skeletal muscle glucose transporter 4(GLUT4) protein expression in stroke-prone hypertensive rats(SHRSP) fed a high-fat diet containing 5% of psyllium or cellulose from five to nine weeks of age. Obtained results were as follows : (1) In the psyllium diet group fasting plasma glucose level was significantly reduced and glucose levels upon oral glucose tolerance test were significantly lower than cellulose diet group at 30 min(p<0.05) and 60 min(p<0.01) (2) Skeletal muscle GLUT4 contents were significantly increased in the soleus(slow twitch) and extensor digitorum longus(fast twitch) muscle of psyllium diet group. (3) However there was no difference in insulin levels in the fasting and oral glucose tolerance test. These results indicated that psyllium diet improves peripheral insulin sensitivity but not insulin secretion. In conclusion our present finding suggest that soluble fiber diet is effective to increase insulin sensitivity in SHRSP. From these results it was suggested that soluble dietary fiber supplementation effectively prevents insulin resistance.

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Test study on the impact resistance of steel fiber reinforced full light-weight concrete beams

  • Yang, Yanmin;Wang, Yunke;Chen, Yu;Zhang, Binlin
    • Earthquakes and Structures
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    • v.17 no.6
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    • pp.567-575
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    • 2019
  • In order to investigate the dynamic impact resistance of steel fiber reinforced full light-weight concretes, we implemented drop weight impact test on a total of 6 reinforced beams with 0, 1 and 2%, steel fiber volume fraction. The purpose of this test was to determine the failure modes of beams under different impact energies. Then, we compared and analyzed the time-history curves of impact force, midspan displacement and reinforcement strain. The obtained results indicated that the deformations of samples and their steel fibers were proportional to impact energy, impact force, and impact time. Within reasonable ranges of parameter values, the effects of impact size and impact time were similar for all volumetric contents of steel fibers, but they significantly affected the crack propagation mechanism and damage characteristics of samples. Increase of the volumetric contents of steel fibers not only effectively reduced the midspan displacement and reinforcement strain of concrete samples, but also inhibited crack initiation and propagation such that cracks were concentrated in the midspan areas of beams and the frequency of cracks at supports was reduced. As a result, the tensile strength and impact resistance of full light-weight concrete beams were significantly improved.