• Title/Summary/Keyword: 연화현상

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Efficacy of Grapefruit Seed Extract in the Preservation of Satsuma mandarin (Grapefruit 종자추출물을 이용한 밀감의 저장효과)

  • Cho, Sung-Hwan;Lee, Hyun-Chul;Seo, Il-Won;Kim, Ze-Uook;Chang, Young-Sang;Shin, Zae-Ik
    • Korean Journal of Food Science and Technology
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    • v.23 no.5
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    • pp.614-618
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    • 1991
  • To investigate the efficacy of grapefruit seed extract (GFSE) in the preservation of Satsuma mandarin, the citrus fruits were treated with 0 (control, only wash), 100 ppm and 250 ppm, dried and stored for 8 weeks at $15{\sim}20^{\circ}C$ and 60% RH. While 80% of the control fruits were contaminated and decayed by Penicillium sp., forming the the greenish blue spores, 27% of 100 ppm GFSE-treated fruits were contaminated and decayed and only 13% of 250 ppm GFSE-treated fruits were contaminated and decayed and only 13% of 250 ppm GFSE-treated samples were contaminated and not decayed by the fungi. GFSE showed marded inhibitory action against Penicillium sp. which was related to the decay of the citrus fruits in vitro experiments. Fungal growth was completely controlled through use of 500 ppm and the recommended range of GFSE to preserve the citrus fruits was $250{\sim}500ppm$. Transmission electron microscopic examination showed the fungal conidiospores the function of which was destroyed by dipping into GFSE.

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The High Temperature Deformation Behavior of Mechanically (기계적 합금화된 Al-8wt% Fe분말의 고온 변형거동)

  • Jo, Gwon-Gu;Lee, Do-In;An, In-Seop;Heo, Bo-Yeong;Jo, Jong-Chun;Kim, Seon-Jin;Mun, In-Hyeong
    • Korean Journal of Materials Research
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    • v.3 no.1
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    • pp.50-57
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    • 1993
  • Abstract The sintering behavior of the mechanically alloyed AI-8wt%Fe power during vacuum hot pressing was investigated and high temperature deformation behavior of the sintered specimen was studied through compression tests at various strain rates in the temperature range between 35$0^{\circ}C$ and 45$0^{\circ}C$. In 'addition, thermal stablity of the sintered specimem was examined by hardness measurement after annealing the spcimem for 60 hours in the temperature range of 30$0^{\circ}C$ ~50$0^{\circ}C$. The compressive stress increased rapidly with strain and reached the maximum point at the strain about 3%. With slight decrement after reaching the maximum point, the flow stress became constant up to the strain of 30% and it was considered to be due to equilibrium between work hardening and dynamic recrystallization. The hardness of the 60 hrs annealed specimens began to decrease rapidly at 40$0^{\circ}C$ .

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호박음료의 저장 중 품질변화 모니터링

  • 이명희;윤성란;오세금;이정일;이기동
    • Proceedings of the Korean Society of Postharvest Science and Technology of Agricultural Products Conference
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    • 2003.04a
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    • pp.137.2-138
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    • 2003
  • 농산물의 효율적인 가공.저장은 농산물의 안정된 공급과 물가안정에 크게 기여하며, 부가가치 향상과 식품관련산업의 국제경쟁력 강화에도 필수적인 요건이라 할 수 있다. 호박은 전국 각지의 유휴지에서 별다른 시비나 농약의 사용없이 재배가능한 농산물로 vitamin C 및 vitamin A의 전구체인 carotene과 무기질, 식이섬유, 전분, 자당, 포도당 등이 풍부하다. 호박은 이뇨작용과 산후부종에 효과가 인정되어 널리 이용되고 있으며, 당뇨병, 야맹증, 각막건조증 등에도 효과가 있다. 국민의 생활수준이 향상되고 사회구조가 변화함에 따라 식품소비의 양상도 크게 변화하여 편의식과 건강 지향적인 가공식품의 수요가 급격히 증가하고 있으며, 이에 부응하여 건강식품에 관한 다각적인 연구가 많이 행해지고 있으나 미비한 실정이다. 호박은 특히 수분함량이 많고 조직의 연화현상 등으로 저장성이 낮아서 경제성이 떨어지므로 호박을 이용한 다양한 가공제품의 개발이 요구된다. 호박의 이용성을 검토하고, 나아가 호박의 부가가치 향상 및 경쟁력을 가진 지역특산물화를 위하여 기능성을 갖춘 건강음료개발을 시도하였으며, 이러한 음료의 유통중 품질변화를 모니터링하였다. 호박음료의 유통중 품질변화는 저장온도(20, 30, 40, 50, 6$0^{\circ}C$) 및 저장기간(0, 2, 4, 6, 8 week)에 따른 중심합성실험계획으로 실험을 행하여, 저장에 따른 당, 산, pH, 갈색도 및 관능적 특성에 대하여 반응표면분석을 하였다. 당도, 산도, pH 및 갈색도의 경우 저장시간에 영향을 많이 받는 것으로 나타났으며, 관능적 특성 중 전반적인 기호도에 있어서는 저장온도 및 저장시간에 영향을 많이 받는 것으로 나타났다. 당도, 산도, pH의 경우 저장온도 및 저장기간에 따라 큰 차이를 보이지 않았다. 갈색도의 경우 저장온도 51.1$0^{\circ}C$ 및 저장기간 7.33 week일 때 최대의 갈색도로 나타났다. 전반적인 기호도 있어서는 저장온도 32.52$^{\circ}C$ 및 저장기간 0.30 week일 때 우수한 것으로 나타났다.

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Finite Element Method for Structural Concrete Based on the Compression Field Theory (압축응력장 이론을 적용한 콘크리트 유한요소법 개발)

  • 조순호
    • Computational Structural Engineering
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    • v.9 no.1
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    • pp.151-159
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    • 1996
  • A finite element formulation based on the CFT(Compression Field Theory) concept such as the effect of compression softening in cracked concrete, and macroscopic and rotating crack models etc. was presented for the nonlinear behaviour of structural concrete. In this category, tangential or secant material stiffnesses for cracked concrete were also defined and discussed in view of the iterative solution schemes for nonlinear equations. Considering the computational efficiency and the ability of modelling the post-ultimate behaviour as major concerns, the incremental displacement solution algorithm involving initial material stiffnesses and the relaxation procedure for fast convergence was adopted and formulated in a type of 8-noded quadrilateral isoparametric elements. The analysis program NASCOM(Nonlinear Analysis of structrual Concrete by FEM : Monotonic Loading) developed baed on the CFT constitutive relationships and the incremetal solution strategy described enables the predictions of strength and deformation capacities in a full range. crack patterns and their corresponding widths, and yield extents of reinforcement. As the verfication purpose of NASCOM, the prediction of Cervenka's panel test results including the load resistance and the deformation history was made. A limited number of predictions indicate a good correlation in a general sense.

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Development of Strain-softening Model for Geosynthetic-involved Interface Using Disturbed State Concept (DSC를 이용한 토목섬유가 포함된 경계면의 변형율 연화 모델 개발)

  • Woo, Seo-Min;Park, Jun-Boum;Park, Inn-Joon
    • Journal of the Korean Geotechnical Society
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    • v.19 no.5
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    • pp.223-232
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    • 2003
  • In this study, a constitutive model called the disturbed state concept (DSC) was modified to be applied to the interface shear stress-displacement relationship between geosynthetics. The DSC model is comprised of two reference states, namely the relative intact (RI) and the fully adjusted (FA) state, and one function, namely the disturbance function. This model is a unified approach and can allow for various models as an RI state such as elastic-perfectly plastic model, hierarchical model, and so on. In addition, by using this model, the elastic and plastic displacements can be considered simultaneously. Comparisons between the measured data and predicted results through the parameters determined from four sets of large direct shear tests showed good agreements with each other, especially for the smooth geomembrane-involved interface. Although there are slight differences at peak shear strength for textured geomembrane-involved interface, this model can still be useful to predict the position of displacement at peak strength and the large displacement (or residual) shear strength.

Characteristics of Pitch Production of Pyrolyzed Fuel Oil/Coal-tar Blending Feedstock by Thermal Polymerization Reaction (Pyrolyzed Fuel Oil/Coal-tar 혼합원료의 열중합 반응에 따른 Pitch 제조 특성)

  • Lee, Eunbyul;Kim, Hyeong Gi
    • Applied Chemistry for Engineering
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    • v.31 no.3
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    • pp.328-333
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    • 2020
  • In this study, blended feedstock derived pyrolyzed fuel oil (PFO) and coal-tar was prepared to produce a pitch by thermal polymerization reaction for manufacturing artificial graphite materials. The aromaticity value of 0.355 and 0.818 was obtained for PFO and coal-tar, respectively. In addition, PFO and coal-tar exhibited the difference tendency of weight loss curve for thermogravimetric analysis, which is related to the structural stability depending on the aromaticity and functional groups. The production characteristics confirmed that the pitch derived PFO showed lower production yield and higher softening point than that using blended feedstock. In particular, when comparing P360 (138.5 ℃) and B420 (141.4 ℃) having similar softening points, the production yields of both pitches exhibited 29.89 and 49.03 wt%, respectively. This is mainly due to the blending of PFO and coal-tar having high pitch polymerization reactivity including a large amount of alkyl groups and coal-tar having high thermal stability. This phenomenon indicated that the increased production yield is because of a synergic effect of both the high reactivity of PFO and thermal stability of coal-tar.

Changes on the Cell Wall Components of Jujube Fruits during Drying (대추 천일건조 중 세포벽 구성성분의 변화)

  • 손미애;김미현;신승렬;송준희;김광수
    • Food Science and Preservation
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    • v.5 no.4
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    • pp.350-354
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    • 1998
  • This paper was investigated to changes of cell components during drying for studies on the softening of jujube fruits. The contents of alcohol-insoluble material, cell wall and water-soluble material were not changed at 6 days of drying, but alcohol-insoluble materials and cell wall were decreased at 9 days of drying, however water-soluble materials were increased. Pectin and hemicellulose were not changed at 6 days of drying. Pectin and alkali-soluble hemicellulose were remarkable decreased at 9 days of drying, but acid-soluble hemicellulose was increased. Water-soluble pectin was not changed at 6 days of drying, but increased at 9 days of drying. EDTA-soluble and insoluble pectin were decreased after 6 days of drying. The non-cellulosic neutral sugars were not changed at 6 days of drying. The contents of arabinose, galactose and total neutral suger were decreased at 9 days of drying.

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Compressive and Tensile Behaviors of High Performance Hybrid Fiber Reinforced Concrete (고성능 하이브리드 섬유보강 콘크리트의 압축 및 인장 거동)

  • Kwon, Soon-Oh;Bae, Su-Ho;Lee, Hyun-Jin
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.8 no.4
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    • pp.458-466
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    • 2020
  • The purpose of this experimental research is to evaluate the compressive and tensile behaviors of high performance hybrid fiber reinforced concrete(HPHFRC) using amorphous steel fiber(ASF) and polyamide fiber(PAF). For this purpose, the HPHFRCs using ASF and PAF were made according to their total volume fraction of 1.0% for target compressive strength of 40MPa and 60MPa, respectively. And then the compressive and tensile behaviors such as the compressive strength, compressive toughness, direct tensile strength, and stress-strain characteristics under compressive and tensile tests were estimated. It was observed from the test results that the compressive strength of HPHFRC was slightly decreased than that of plain concrete, but the compressive toughness, compressive toughness ratio, and direct tensile strength of HPHFRC increased significantly. Also, it was revealed that the plain concrete showed brittle fracture after the maximum stress from the stress-strain curves, but HPHFRC showed strain softening.

Numerical simulation of thermo-fluid flow in the blast furnace (고로내 열유동 현상의 수치해석 사례(I))

  • Jin, Hong-jong;Choi, Sang-Min
    • Proceedings of the KSME Conference
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    • 2007.05b
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    • pp.2038-2043
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    • 2007
  • Analysis of the internal state of the blast furnace is needed to predict and control the operating condition. Especially, it is important to develop modeling of blast furnace for predicting cohesive zone because shape of cohesive zone influences on overall operating condition of blast furnace such as gas flow, temperature distribution and chemical reactions. Because many previous blast furnace models assumed cohesive zone to be fixed, they can't evaluate change of cohesive zone shape by operation condition such as PCR, blast condition and production rate. In this study, an axi-symmetric 2-dimensional steady state model is proposed to simulate blast furnace process using the general purpose-simulation code. And Porous media is assumed for the gas flow and the potential flow for the solid flow. Velocity, pressure and temperature distribution for gas and solid are displayed as the simulation results. The cohesive zones are figured in 3 different operating conditions.

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A Unified Model of Strain Localization in Concrete (콘크리트 변형률 국소화의 통일된 모형)

  • 송하원;김인순
    • Magazine of the Korea Concrete Institute
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    • v.9 no.5
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    • pp.115-125
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    • 1997
  • 콘크리트의 변형률국소화는 콘크리트의연화거동에 수반되어 변형이 국부적으로 집중되는 현상이다. 본 연구의 목적은 인장과 압축하중상태에서 콘크리트 부재에 발생하는 콘크리트 변형률 국소화 거동을 해석적으로 재현할 수 있는 통일된 모형을 제안하는 것이다. 본 논문에서는 인장과 압축에 대하여 변형률국소화가 일어나는 콘크리트 부재를 변형률 연화가 일어나는 국소화영역과 탄성제하가 발생하는 비국소화영역으로 구분하여 모델링하는 통일된 모형을 제안하였다. 또한 제안된 모형에서 미시역학적 평균화기법을 이용해 평균등가탄성계수와 수정된 평균등가탄성계수를 구하여 시편의 크기와 국소화영역의 크기에 따는 해석을 수행하였으며 기존의 실험값과 비교하였다. 연구결과, 본 연구에서의 변형률국소화모형이 크기효과를 포함한 콘크리트의 변형률국소화거동 해석에 타당하게 적용될 수 있음을 보여주었다.