• 제목/요약/키워드: Fiber Fractions

검색결과 205건 처리시간 0.024초

Experimental Investigation on the Blast Resistance of Fiber-Reinforced Cementitious Composite Panels Subjected to Contact Explosions

  • Nam, Jeongsoo;Kim, Hongseop;Kim, Gyuyong
    • International Journal of Concrete Structures and Materials
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    • 제11권1호
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    • pp.29-43
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    • 2017
  • This study investigates the blast resistance of fiber-reinforced cementitious composite (FRCC) panels, with fiber volume fractions of 2%, subjected to contact explosions using an emulsion explosive. A number of FRCC panels with five different fiber mixtures (i.e., micro polyvinyl alcohol fiber, micro polyethylene fiber, macro hooked-end steel fiber, micro polyvinyl alcohol fiber with macro hooked-end steel fiber, and micro polyethylene fiber with macro hooked-end steel fiber) were fabricated and tested. In addition, the blast resistance of plain panels (i.e., non-fiber-reinforced high strength concrete, and non-fiber-reinforced cementitious composites) were examined for comparison with those of the FRCC panels. The resistance of the panels to spall failure improved with the addition of micro synthetic fibers and/or macro hooked-end steel fibers as compared to those of the plain panels. The fracture energy of the FRCC panels was significantly higher than that of the plain panels, which reduced the local damage experienced by the FRCCs. The cracks on the back side of the micro synthetic fiber-reinforced panel due to contact explosions were greatly controlled compared to the macro hooked-end steel fiber-reinforced panel. However, the blast resistance of the macro hooked-end steel fiber-reinforced panel was improved by hybrid with micro synthetic fibers.

여러 가지 조리방법에 따른 펙틴 함량의 변화 (Effect of Various Cooking Method on Pectin in Vegetables)

  • 계수경
    • 한국관광식음료학회지:관광식음료경영연구
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    • 제17권2호
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    • pp.27-38
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    • 2006
  • The contents and physicochemical properties of fiber in 15 kinds of vegetables being consumed commoly in Korea were investigated, and the effects of various cooking and Kimchi fermentation) on fiber were studied. Contents of total pechin in raw vegetables were 0.89-2.75g/100g, and most were 1-2g/100g, on dry weight basis. Considering each fraction of pectic substances, the content of HWSP of vegetables ranged in 0.33-0.98g/100g, HXSP, 0.29-0.81g/100g and HCLSP, 0.30-1.40g/100g. HCLSP of three pectic fractions showed the greatest variation according to the kinds of vegetables. Every vegetables showed similar contents of three pectic fraction. Cooking decreased total pectin content in all vegetables regardless of cooking methods and the greatest reduction was observed in boiling. Among three pectic fractions, hot water soluble pectin(HWSP) increased, and sodium hexamtaphosphate soluble pectin(HXSP) and HCL soluble pectin(HCLSP) decreased.

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Nonlinear analysis and tests of steel-fiber concrete beams in torsion

  • Karayannis, Chris G.
    • Structural Engineering and Mechanics
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    • 제9권4호
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    • pp.323-338
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    • 2000
  • An analytical approach for the prediction of the behaviour of steel-fiber reinforced concrete beams subjected to torsion is described. The analysis method employs a special stress-strain model with a non-linear post cracking branch for the material behaviour in tension. Predictions of this model for the behaviour of steel-fiber concrete in direct tension are also presented and compared with results from tests conducted for this reason. Further in this work, the validation of the proposed torsional analysis by providing comparisons between experimental curves and analytical predictions, is attempted. For this purpose a series of 10 steel-fiber concrete beams with various cross-sections and steel-fiber volume fractions tested in pure torsion, are reported here. Furthermore, experimental information compiled from works around the world are also used in an attempt to establish the validity of the described approach based on test results of a broad range of studies. From these comparisons it is demonstrated that the proposed analysis describes well the behaviour of steel-fiber concrete in pure torsion even in the case of elements with non-rectangular cross-sections.

Effect of Mechanical Impact Treatment on Fiber Morphology and Handsheet Properties

  • Yung B. Seo;Kim, Dukki;Lee, Jong-Hoon;Yang Jeon
    • 한국펄프종이공학회:학술대회논문집
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    • 한국펄프종이공학회 2001년도 추계학술발표논문집
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    • pp.183-199
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    • 2001
  • Alternative way of shaping fibers suitable for papermaking was introduced. Impact refining, which was done simply by hitting wet fibers with a metal weight vertically, was intended to keep the fibers from shortening and to cause mostly internal fibrillation. Virgin chemical pulp, its recycled one and OCC were used in the experiment. It was noticed from the experiment that impact refining on virgin chemical pulp kept the fiber length and Increased bonding properties greatly, However, in the recycled fibers from the chemical pulp, fiber length and bonding properties were decreased. In OCC, which seems to contain fractions of semi-chemical pulp and mechanical pulp (GP), and which is recycled pulp from corrugated boxes, fiber length and bonding properties were decreased disastrously. We believe recycled cellulosic fibers (recycled chemical pulp and OCC in this case), which went through hornification, were less resistant to the mechanical impact than virgin chemical pulp. For virgin chemical pulp, impact refining allowed no significant fiber length shortening, high WRV, and high mechanical strength.

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필라멘트와인딩 복합재의 기계적 특성과 와인딩시 공정변수와의 관계에 대한 실험적 고찰 (Experimental Investigation on Relationship of Winding Process Variables and Mechanical Properties for Filament Wound Composites)

  • 윤성호;김준영;황태경
    • 한국추진공학회지
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    • 제3권2호
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    • pp.56-65
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    • 1999
  • 본 연구에서는 와인딩시 공정조건의 변화가 필라멘트와인딩 복합재의 기계적 특성에 미치는 영향을 조사하였다. 와인딩시의 공정변수로는 섬유장력과 섬유엔드수를 고려하였다. 고려한 시편은 필라멘트와인딩 공법으로 제작된 링 시편으로 강화섬유는 TZ-507 탄소섬유와 IZ-40 탄소섬유를 사용하고 수지는 필라멘트와인딩용 에폭시를 사용하였다. 와인딩시 섬유장력은 0.5kgf에서 3.0kgf의 범위에서 변화시켰으며 섬유엔드수는 1엔드에서 6엔드의 범위에 서 변화시켰다. 와인딩시 섬유장력과 섬유엔드수를 변화시킨 링 시편의 섬유체적비와 기공함유율은 황산용해법을 적용하여 측정하였으며 이들 링 시편의 기계적 특성은 스프릿 디스크 시험을 통해 평가하였다. 본 연구의 수행을 통해 얻어진 결과들로 판단하면 와인딩시 섬유 장력과 섬유엔드수는 필라멘트와인딩 복합재의 섬유체적비와 기공함유율을 변화시킬 뿐 아니라 필라멘트 와인딩 복합재의 기계적 특성에도 밀접한 영향을 미친다. 따라서 필라멘트와인딩 복합재의 구조성능을 극대화하고 생산성을 향상시키기 위해서는 최적의 필라멘트 와인딩 공정조건이 적용되어야 한다.

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폴리프로필렌 섬유보강 콘크리트의 파괴특성 연구 (Fracture Characteristics of Polypropylene Fiber Reinforced Concrete)

  • Shin-Won Paik
    • 한국안전학회지
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    • 제12권4호
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    • pp.230-240
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    • 1997
  • 본 연구에서는 폴리프로필렌 섬유보강 콘크리트의 파괴특성을 알아보기 위해 Monofilament 섬유와 Fibrillated 섬유의 두 종류 폴리프로필렌 섬유를 선택하여 10$\times$10$\times$50 cm 보 시편을 만들었는데, 이때 사용된 두 종류의 섬유 길이는 19 mm이고, 섬유 혼입량은 0%, 1%, 2%, 3%로 하였으며, 초기균열 깊이의 영향을 알아보기 위해 초기 균열길이를 각 섬유 혼입량에 따라 1.5cm, 3.0cm, 4.5cm로 하여 실험을 수행하였다. 또한, 본 연구에서는 폴리프로필렌 섬유보강 콘크리트의 파괴특성을 규명하기 위해 보 시편에 대한 4 점 하중 휨시험을 통해 하중-하중점 변위 곡선을 각 시편에 대해 측정하였고, 이때 COD 게이지를 이용하여 하중-CMOD 곡선도 측정할 수 있었다. 이러한 실험결과를 통해, 섬유혼입량과 초기 균열 깊이에 따른 압축강도, 휨강도 및 휨인성, 응력확대계수, 파괴에너지 등이 규명되었다. 이러한 결과에 대한 분석으로부터 Fibrillated 폴리프로필렌 섬유가 Monofilament 섬유보다 연성 효과가 큰 것을 알 수 있었으며, 특히 하중-CMOD 곡선으로부터 계산되는 파괴에너지인 Jc가 믿을만한 파괴특성 인자임을 알 수 있었다.

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AMINO ACIDS DIGESTIBILITY TO PIGS IN VARIOUS FIBER SOURCES : 1. APPARENT DIGESTIBILITY OF AMINO ACIDS IN ILEAL DIGESTA AND FECES

  • Nongyao, A.;Han, In K.;Choi, Y.J.
    • Asian-Australasian Journal of Animal Sciences
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    • 제4권2호
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    • pp.169-176
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    • 1991
  • Four fibrous feedstuffs from alfalfa meal (AFM), cassava leaf meal (CLM), rubber seed meal (RSM) and leucaena meal (LM) were included in semi-purified diets for growing pig (45 kg body wt.) at 20%, to investigate the effects of these fiber sources and fractions on amino acid digestibility. Cellulose (C), a purified fiber source was included in another diet at 5% level for comparison. The barrows fitted with ileal T-cannula were used in the digestion trials with latin square design. The digestibilities of amino acids were measured at both terminal ileum and fecal level. NDF and hemicellulose content were the highest in AFM-diet whereas LM-diet had the highest ADF and lignin content. RSM-diet contained the highest crude fiber and cellulose content. The digestibilities of amino acids at ileal level were found the highest with CLM-diet, while LM-diet was the least. At fecal level, control diet and CLM-diet were the highest in amino acid digestibility while AFM-diet was the least. The digestibility of amino acids was higher at ileal than fecal level. The digestibility of arginine was not affected with fiber fractions but was found to be the most disestible across all diets. The most depressed amino acid was methionine at both levels; praline and glycine, in the dispensable amino acid group, were depressed at ileal and fecal level, respectively. Lignin did not depress amino acid digestibility in general but specifically depressed methionine, histidine, isoleucine and threonine digestibility. Cellulose content did not affect amino acid digestibility but undesirable factors might be responsible.

Effect of rubber fiber size fraction on static and impact behavior of self-compacting concrete

  • Thakare, Akshay A.;Siddique, Salman;Singh, Amardeep;Gupta, Trilok;Chaudhary, Sandeep
    • Advances in concrete construction
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    • 제13권6호
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    • pp.433-450
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    • 2022
  • The conventional disposal methods of waste tires are harmful to the environment. Moreover, the recycling/reuse of waste tires in domestic and industrial applications is limited due to parent product's quality control and environmental concerns. Additionally, the recycling industry often prefers powdered rubber particles (<0.60 mm). However, the processing of waste tires yields both powdered and coarser (>0.60 mm) size fractions. Reprocessing of coarser rubber requires higher energy increasing the product cost. Therefore, the waste tire rubber (WTR) less favored by the recycling industry is encouraged for use in construction products as one of the environment-friendly disposal methods. In this study, WTR fiber >0.60 mm size fraction is collected from the industry and sorted into 0.60-1.18, 1.18-2.36-, and 2.36-4.75-mm sizes. The effects of different fiber size fractions are studied by incorporating it as fine aggregates at 10%, 20%, and 30% in the self-compacting rubberized concrete (SCRC). The experimental investigations are carried out by performing fresh and hardened state tests. As the fresh state tests, the slump-flow, T500, V-funnel, and L-box are performed. As the hardened state tests, the scanning electron microscope, compressive strength, flexural strength and split tensile strength tests are conducted. Also, the water absorption, porosity, and ultrasonic pulse velocity tests are performed to measure durability. Furthermore, SCRC's energy absorption capacity is evaluated using the falling weight impact test. The statistical significance of content and size fraction of WTR fiber on SCRC is evaluated using the analysis of variance (ANOVA). As the general conclusion, implementation of various size fraction WTR fiber as fine aggregate showed potential for producing concrete for construction applications. Thus, use of WTR fiber in concrete is suggested for safe, and feasible waste tire disposal.

강섬유 보강 콘크리트 내 강섬유의 재향성 및 분포특성에 관한 연구 (EVALUATION OF REORIENTATION AND DISTRIBUTION OF STEEL FIBERS IN SFRC)

  • 이차돈
    • 콘크리트학회지
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    • 제2권3호
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    • pp.65-72
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    • 1990
  • 섬유 콘크리트 내의 단위 면적당 섬유 개수에 대한 이론식이 공시체의 경계조건의 영향을 고려하여 유도되었다. 또한 단위 면적당의 섬유 개수는 각기 다른 섬유형태, 그리고 다른 용적 혼합율(volume fractions)을 갖는 공시체에 대하여 실험적으로도 산정되었으며 이들 실험치들에 근거한 통계적 해석을 통한 공시체 각 단면에 따른 단위 면적당 강섬유 수의 집중 정도의 차이가 평가 되었다. 또한 vibration에 의한 강섬유의 재향성(reorientation)의 정도는 이론치와 실험치의 차이를 비교함으로서 검토되었다.

Mechanical performance of fiber-reinforced recycled refractory brick concrete exposed to elevated temperatures

  • Nematzadeh, Mahdi;Baradaran-Nasiria, Ardalan
    • Computers and Concrete
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    • 제24권1호
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    • pp.19-35
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    • 2019
  • In this paper, the effect of the type and amount of fibers on the physicomechanical properties of concrete containing fine recycled refractory brick (RRB) and natural aggregate subjected to elevated temperatures was investigated. For this purpose, forta-ferro (FF), polypropylene (PP), and polyvinyl alcohol (PVA) fibers with the volume fractions of 0, 0.25, and 0.5%, as well as steel fibers with the volume fractions of 0, 0.75, and 1.5% were used in the concrete containing RRB fine aggregate replacing natural sand by 0 and 100%. In total, 162 concrete specimens from 18 different mix designs were prepared and tested in the temperature groups of 23, 400, and $800^{\circ}C$. After experiencing heat, the concrete properties including the compressive strength, ultrasonic pulse velocity (UPV), weight loss, and surface appearance were evaluated and compared with the corresponding results of the reference (unheated) specimens. The results show that using RRB fine aggregate replacing natural fine aggregate by 100% led to an increase in the concrete compressive strength in almost all the mixes, and only in the PVA-containing mixes a decrease in strength was observed. Furthermore, UPV values at $800^{\circ}C$ for all the concrete mixes containing RRB fine aggregate were above those of the natural aggregate concrete specimens. Finally, regarding the compressive strength and UPV results, steel fibers demonstrated a better performance relative to other fiber types.