• Title/Summary/Keyword: 수분 저항 특성

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Comparison of Enzyme Resistant Starches Formed during Heat-Moisture Treatment and Retrogradation of High Amylose Corn Starches (수분-열처리와 노화에 의해 고아밀로오스 옥수수전분으로부터 형성된 효소저항전분의 특성비교)

  • Kweon, Mee-Ra;Shin, Mal-Shick
    • Applied Biological Chemistry
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    • v.40 no.6
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    • pp.508-513
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    • 1997
  • Thermal characteristics and granular morphology on enzyme-resistant starches (RS) formed during heat-moisture treatment (HMT) and retrogradation were investigated in high amylose corn starches, Hylon V and Hylon VII. With each treatment, both starches showed a similar trend in the increase of RS, but RS yield of Hylon VII is higher than that of Hylon V. Specially, RS was increased remarkably by HMT. It was more than doubled from 11.4% to 26.6% for Hylon V and from 15.9% to 32.8% for Hylon VII. A small increase of RS resulted from retrogradation. HMT on starch increased gelatinization temperature, decreased enthalpy. Retrograded starch exhibited small three endothermic transitions at $94^{\circ}C$, $110^{\circ}C$ and $140^{\circ}C$ in differential scanning calorimetry (DSC) thermogram due to the remained ungelatinized starch granules, dissociation of amylose-lipid complex and melting of recrystallized amylose, respectively. Enzyme-resistant starches isolated from native and heat-moisture treated starches showed a broad endothermic transition at higher temperature than native starch, while retrograded starch exhibited a very sharp peak at ${\sim}150^{\circ}C$ due to the melting of amylose crystallites. Under microscopy, starch granules with HMT was not changed, but retrograded starches showed the aggregates of starch granules because amylose leached out during gelatinization. Iodine stained RS clearly showed the differences in enzyme hydrolysis on the native, heat-moisture treated and retrograded starches.

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ZnO 박막을 이용한 다기능성 저항 변화 소자 연구

  • Lee, Seung-Hyeop;Yong, Gi-Jung
    • Proceedings of the Korean Vacuum Society Conference
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    • 2011.08a
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    • pp.379-379
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    • 2011
  • 차세대 저항메모리(resistive switching random access memory; ReRAM)의 개발을 위해 다양한 산화 물질들의 저항 변화 특성이 연구되고 있다. 본 연구에서는 저항 변화 물질로 잘 알려진 ZnO 박막을 이용하여 저항 변화 특성을 평가하였다. ZnO 박막은 Pt/Ti/$SiO_2$/Si 기판 위에 스퍼터링 시스템을 이용하여 약 50 nm 두께로 증착되었다. 증착된 박막 위에 전극을 evaporator를 이용하여 패턴닝함으로써 전극-반도체-전극 구조의 소자를 만들고 이의 전기적 특성을 평가하였다. Compliance current를 설정하여 저항 변화 특성을 측정한 결과 가해진 전압의 극성에 관계 없이 저항이 변화하는, dielectric breakdown에 의해 박막내 전도성 필라멘트라 불리는 전도성 길이 생성되었다가 joule-heating에 의해 필라멘트가 파열되는, 전형적인 unipolar 저항 변화특성이 나타났다. 다기능성 소자 개발을 위해 위 소자 구조를 투명한 고분자 기판위에 형성하고 표면에 초발수성 ZnO 나노막대 구조를 합성하였다. 그 결과 투명하면서 유연하고, 수분에도 안정적인 다기능성 저항 변화 소자 특성을 평가할 수 있었다. 본 결과를 바탕으로 필라멘트 이론에 기초한 저항 변화 메커니즘을 설명하는 모델이 제시되었다.

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Evaluation of Stripping and Rutting Properties of CRM Modified Asphalt Mixtures (CRM 개질아스팔트 혼합물의 소성변형 및 박리저항 특성)

  • Doh, Young-S.;Park, Tae-W.;Kim, Hyun-H.;Kim, Kwang-W.
    • International Journal of Highway Engineering
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    • v.9 no.4
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    • pp.149-158
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    • 2007
  • Evaluation of the asphalt mixture modified with crumb rubber modifier(CRM) was performed to estimate possibility of using it as a paying material. OACs(optimum asphalt content) of CRM modified asphalt mixtures by dry process and wet process were determined by Marshall mix design and Wheel tracking test and moisture susceptibility test by freezing and thawing were carried out with CRM modified asphalt mixtures at OACs. The results from these tests, resistance of permanent deformation of CRM modified asphalt mixtures were superior to one of AP-5 while showing very low resistance of moisture sensitivity by freezing and thawing. This means that CRM modified asphalt mixtures are very sensitive to freezing and thawing. However, CRM modified asphalt mixture with anti-stripping material showed high improvement to resistance of moisture susceptibility by freezing and thawing. Therefore, it is recommended that when CRM mixtures were used in domestic, CRM modified asphalt mixtures should be with prevention against freezing and thawing resistance by moisture susceptibility.

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Characteristic of organic/inorganic composite formed grounding resistance lowering agents (유/무기 복합재료형 접지저감제의 특성)

  • Kim, Jang-Wook;Chung, Chul-Hee;Cho, Dae-Hoon
    • Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
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    • 2004.05a
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    • pp.74-80
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    • 2004
  • Among inorganic materials, it is grounding resistance lower agent of new form that use being strata style clay and makes using water soluble polymer by main material to organic substance. Water soluble polymer chains are dispertion in water because water soluble polymer reacts with water if is done and these discrete polymer chains are inserted to floor of being strata style clay with water. This material that moisture content is very excellent and rate of expansion, electrical conductivity that measure after supplies water of 300wt % as well as is excellent. Can prevent corrosion or electrolytic corrosion of grounding bar securing very environmentally, chemically and pollution of soil. When applied to general grounding rod worker $7{\sim}8$ times ground resistance reduction effect of not application.

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Experimental Study on Physical Properties and Water Absorption Resistance Evaluation of Cement Mortar Incorporating Inorganic Metal Salt-based Water Repellent Powder (무기물 금속염계 발수분체를 혼입한 시멘트 모르타르의 물리적 특성 및 수분흡수저항성에 대한 실험적 연구)

  • Lee, Won Geun;Yoon, Chang Bok
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.9 no.4
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    • pp.609-616
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    • 2021
  • In this experimental, water-repellent powder, which is a metal salt-based inorganic substance, and natural zeolite powder, which is a pozzolan-based material, were mixed into cement mortar, and their physical properties and resistance to moisture were confirmed. It was confirmed that the test specimen using natural zeolite at the same time had excellent resistance in the water permeation test and the chloride penetration test as compared with the test specimen in which the inorganic metal salt-based water-repellent powder was mixed alone. When a metal salt-based water-repellent powder is used, it cannot be uniformly dispersed inside water due to its insoluble property, and is limited to the surface. When used at the same time as natural zeolite, the setting time at the initial stage of hydration is fast due to the pozzolan reaction, and the water-repellent powder adheres to the porous of the natural zeolite and is evenly distributed inside the test specimen to generate some water resistance.

Evaluation of Moisture Susceptibility on Asphalt Mixtures mixing Anti-Stripping Agent (박리방지제의 첨가에 따른 아스팔트 혼합물의 수분민감성 평가)

  • Yang, Sung-Lin;Hwang, Sung-Do;Kim, Yeong-Min;Jeong, Kyu-Dong
    • International Journal of Highway Engineering
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    • v.10 no.4
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    • pp.41-52
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    • 2008
  • This study is to evaluate the property for the moisture susceptibility of asphalt mixtures using anti-stripping agent. Asphalt mixtures using lime, hydrated lime and liquid anti-stripping agent are evaluated through the three types of modified moisture conditioning($H_c$, V_s$, F-T). Indirect Tensile Test, that is recommended by AASHTO TP-9, which includes creep test, resilient modulus test and strength test is used to estimate moisture susceptibility. Analysis method through Energy Ratio(ER) that is proposed by Roque at University of Florida is used to evaluate moisture susceptibility and moisture resistance effects of asphalt mixtures using anti-stripping agent. As a test result, material property of asphalt mixtures was changed by moisture conditioning methods and the types of anti-stripping agent. Also, cracking resistance of accumulated moisture damage was changed by moisture conditioning methods and the types of anti-stripping agent. Based on test result, it was found that cracking resistance using Energy Ratio was differed from 10% to 30%.

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Humidification Characteristics & Modeling of The Membrane Humidifier for Operation of PEMFCs (고분자전해질 연료전직 운전용 막가습기의 가습특성 및 해석)

  • 박세규;신석재;하흥용;오인환;홍성안;이태희
    • Proceedings of the Korea Society for Energy Engineering kosee Conference
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    • 2002.05a
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    • pp.115-119
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    • 2002
  • 고분자 전해질 연료전지는 전해질로 고체고분자막을 사용하는 연료전지로 고분자막은 수소 이온의 활발한 전달을 위해 일정량의 수분이 존재해야 한다. 따라서 연료전지의 운전 중에 고분자막은 항상 수화되어 있어야 하며 수분이 부족하게 되면 수소이온 전도도가 떨어지고, 막의 수축으로 인해 전극과 막 계면의 저항이 증가한다. 반대로 수분이 많이 존재하면 촉매 표면에 반응기체의 확산이 어려워져 전지 성능이 감소하게 된다.(중략)

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Characterization of Porous Asphalt Concrete Coated with MMA Resin (아크릴 수지로 코팅한 배수성 아스팔트 콘크리트의 특성 평가)

  • Choi, Tae-Jun;Lee, Hyun-Jong;Kim, Tae-Woo;Song, Jae-Hyok
    • International Journal of Highway Engineering
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    • v.11 no.2
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    • pp.111-120
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    • 2009
  • This paper presents a fundamental findings of the functional and structural performance of the porous asphalt concrete coated with MMA resin. To evaluate the structural performance, cantabro, wheel tracking, moisture sensitivity and indirect tensile fatigue tests are performed. The tests results show that the cantabro loss is reduced three times and fatigue resistance is significantly increased after the specimens are coated with MMA resin. However there are little changes in the rutting and moisture damage resistances before and after the coating. Air voids, permeability and BPT(British Pendulum Test) tests are conducted to study the functional performance. It is observed form the tests that the air voids and permeability are slightly decreased after the coating. However, the changes in the air voids and permeability are negligible. The skid resistance of the coated specimens is lower than reference specimens. However, the skid resistance is maintained beyond the level of the reference specimens when silica sands are chipped on top of the coated surface.

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An Evaluation of Resistances in Porous Asphalt Concrete Mixtures due to Repeated Cyclic Freeze-Thawing (배수성 아스팔트콘크리트 혼합물의 반복 동결융해 저항성 평가)

  • Jo, Shin Haeng;Kim, Nakseok
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.32 no.1D
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    • pp.33-39
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    • 2012
  • More and more pavements are suffering from damage these days due to the below-zero winter temperatures and frequent snowfalls. From this research, the freeze-thawing mechanisms of pavements will be observed, and the freeze-thawing resistance of porous asphalt concrete mixture is to be evaluated according to various assessment methods. The investigation was conducted through applying rigid and flexible pavements to freeze-thawing resistance experiments, which include various experiments such as deformation rate measurements, Lottman tests, repeated cyclic freeze-thawing experiments, stripping resistance tests and so on. Test results revealed that the porous asphalt concrete had less deformations according to temperatures compared to dense-graded asphalt concrete due to the 20% void gap. In addition, according to the freeze-thawing repetition experiments which are effected by moisture, the porous asphalt concrete mixture showed superior resistance to repeated cyclic freeze-thawing compared to other asphalt concrete mixtures due to the drainage and the voids within the specimen.

Analysis of Grounding Resistance and Soil Resistivity Using Mock-up System in Jeju Soil (제주토양 목업시스템을 사용한 접지저항 및 대지저항률 분석)

  • Boo, Chang-Jin;Ko, Bong-Woon;Kim, Jeong-Hyuk;Oh, Seong-Bo
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.17 no.8
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    • pp.536-543
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    • 2016
  • The installation of grounding systems is important for the safe operation of power systems, and the soil resistivity is an important design consideration for such systems. It varies markedly with the soil type, moisture content and temperature. The Jeju geological structure is formed in a multi-layered structure characteristic of volcanic areas and, and the geological ground resistance values can appear even constructed the same areas ground system different from the soil structure. In this study, a mock-up system using representative soil from Jeju was constructed to analyze the variation of the grounding resistance. The mock-up system was configured using the Gauss-Newton algorithm inversion method to analyze the model numerically using the Wenner method through the soil resistivity measurements used to create the ground model. Also, we analyzed the change in the general ground resistance characteristics of the copper rod, copper pipe, and carbon rod that are used for grounding. The variation of the grounding resistance with the hydration status was found to be $2.9[{\Omega}]$, $16.5[{\Omega}]$ and $20.1[{\Omega}]$ for the copper rod, copper pipes, and carbon rod, respectively, and the influence of the ground moisture resistance of the carbon rod was found to be the lowest with a value of $141[{\Omega}]$.