• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2000년도 춘계학술대회 논문집 유기절연재료 방전 플라즈마
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• pp.33-36
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• 2000

Electrical properties of Crosslinked polyethylene/silane crosslinked polyethylene (XLPE/SXLPE) blends were studied. Silane coupling agents of various contents were added to blends and their water tree and electrical breakdown characteristics were investigated. The water tree length of XLPE/SXLPE were increased by the addition of silane coupling agents except the case of SXLPE 10 % containing coupling agents of 0.5, 1.0 phr. AC breadown strength slightly increased by the addition of coupling agents to XLPE/SXLPE blends in cases of SXLPE 20 % containing coupling agents of 2.0 phr and SXLPE 50 %. The tendency of effects on water tree and breakdown characteristics was inverse.

• The Journal of Korean Physical Therapy
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• 제12권2호
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• pp.57-67
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• 2000

The purpose of this study was carried out in five rabbits of 3kg to investigate the change of superficial and deep heats in ultrasound application by coupling media. Temperature measured with thermistor needle at skin. subcutaneous, muscle in before coupling media application, after coupling media application. 2minutes. 5minutes, 7minutes, 10minutes. Coupling media was used gel, glycerin, distilled water. The data was analyzed using spss/pc+and t-test The results were as fallow : 1. With skin. gel was significant temperature change in 2minutes(p<.05). glycerin was significant temperature change in 2minutes(p<.05), 5minutes(p<.05), 7minutes(p<.01), 10minutes(p<.01). distilled water was significant temperature change in post coupling media(p<.05), 2minutes(p<.01). 5minutes(p<.05). 7minutes(p<.01). 10minutes(p<.01). With subcutaneous. gel was no temperature change. glycerin was significant temperature change in 2minutes(p<.05), 5minutes(p<.05), 10minutes(p<.01). distilled water was no temperature change. With muscle. gel was no temperature change. glycerin was significant temperature change in 2minutes(p<.05). 5minutes(p<.05). 7minutes(p<.05). 10minutes( p<.05). distilled water was significant temperature change in 10minutes(p<.05). 2. Superficial heats of skin and subcutaneous was higher temperature change than Deep heats of muscle. 3. Gel. glycerin. distilled Water required minimum treatment 10minutes fur thermal effect. 4. Gel was low temperature change superficial and deep heats. and glycerin was high temperature change superficial and deep heats. This results show that gel is high transmissiveness in the coupling media and glycerin is low transmissiveness in the coupling media.

• 한국물환경학회지
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• 제22권5호
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• pp.879-886
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• 2006

The analytical methods of polychlorinated dibenzo-p-dioxins, polychlorinated dibenzofurans (PCDD/Fs) for water sample with extremely low concentration was developed to extract large volume and to improve fast chromatography for clean up. Semi-automated solid phase extraction (SPE) system and column coupling chromatography using elution pump was optimized and applied to each processes of treatment plant. Results of disk type SPE indicated that this system was applicable below 40 L of aqueous sample with a flow rate of 0.08 ~ 0.2 L/min. Average recoveries of SPE using labeled sampling spike of $^{37}Cl$-2,3,7,8-TCDD was 97%. Column coupling method resulted in reduced clean up time, solvent volume, increased average recoveries with constant elution rate. The combined methods were applied to the monitoring of drinking water treatment plant. Limits of detection (LOD) of each process were calculated. For example, LOD of raw and treated water ranged 0.094~0.968 pg/L and 0.028~0.364 pg/L, respectively. Combined methods of extraction and cleanup techniques provided fast analysis of PCDD/Fs with high accuracy and low LODs for water samples.

• Geomechanics and Engineering
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• 제18권6호
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• pp.567-574
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• 2019

In order to study the effect of stress and water pressure on the permeability of fractured rock mass under three-dimensional stress conditions, a single fracture triaxial stress-seepage coupling model was established; By using the stress-seepage coupling true triaxial test system, large-scale rock specimens were taken as the research object to carry out the coupling test of stress and seepage, the fitting formula of permeability coefficient was obtained. The influence of three-dimensional stress and water pressure on the permeability coefficient of fractured rock mass was discussed. The results show that the three-dimensional stress and water pressure have a significant effect on the fracture permeability coefficient, showing a negative exponential relationship. Under certain water pressure conditions, the permeability coefficient decreases with the increase of the three-dimensional stress, and the normal principal stress plays a dominant role in the permeability. Under certain stress conditions, the permeability coefficient increases when the water pressure increases. Further analysis shows that when the gob floor rock mass is changed from high stress to unloading state, the seepage characteristics of the cracked channels will be evidently strengthened.

• Structural Engineering and Mechanics
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• 제86권1호
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• pp.139-156
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• 2023

The reinforced concrete lining in the hydraulic pressure tunnel tends to crack during the water-filling process. The lining will be detached from the surrounding rock due to the inner water exosmosis along concrete cracks. From the previous research achievements, the cohesive element is widely adopted to simulate the concrete crack but rarely adopted to simulate the lining-rock interface. In this study, the zero-thickness cohesive element with hydro-mechanical coupling property is not only employed to simulate the traditional concrete crack, but also innovatively introduced to simulate the lining-rock interface. Combined with the indirect-coupled method, the hydro-mechanical coupling algorithm of the reinforced concrete lining in hydraulic pressure tunnels is proposed and implemented in the finite element code ABAQUS. The calculated results reveal the cracking mechanism of the reinforced concrete lining, and match well with the observed engineering phenomenon.

• 화약ㆍ발파
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• 제35권3호
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• pp.9-14
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• 2017

전색물 충전이 발파공에서 주변 암반으로 압력파를 전달하는 데 미치는 영향을 AUTODYN으로 해석하고 비교하였다. 공기, 모래, 물, 10%와 20% 젤라틴의 다섯 전색물을 선정하였다. 수치해석 결과 발파공 주변의 관측점은 전색물에 따라 각각 다른 압력을 보였으며 고압일수록 파쇄도가 높은 것으로 간주하였을 때 20% 젤라틴이 가장 나은 것을 알 수 있었다. 따라서 젤라틴은 충전재로서 모래나 물 이상의 효과를 나타내는 것으로 확인되었다.

• Elastomers and Composites
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• 제42권2호
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• pp.102-106
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• 2007

카본블랙, 커플링제가 없는 실리카, 그리고 커플링제를 함유한 실리카 등 다른 충전 시스템을 갖는 SBR 가황물의 수팽윤 거동에 대해 연구하였다. 증류수와 3.5% NaCl 용액을 팽윤 매질로 사용하였다. 증류수에서의 수팽윤비가 소금물에서의 그것보다 높았다. 카본블랙으로 보강된 가황물의 수팽윤비가 실리카로 보강된 것보다 낮았다. 실리카로 보강된 SBR 가황물의 경우, 커플링제가 없는 것이 커플링제를 함유한 것보다 더 큰 수팽윤비를 나타내었다. 1,2-유니트 함량이 다른 SBR 가황물의 수팽윤 거동에 대해서도 비교하였다. 수팽윤비는 1,2-유니트 함량이 증가함에 따라 감소하는 경향을 보였다.

• Journal of the Korean Wood Science and Technology
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• 제38권4호
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• pp.298-305
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• 2010

본 연구에서는 목분 첨가된 폴리프로필렌 복합재의 수분흡수 특성에 목재수종, 화학조성분, 충진제 함량, 입자크기 및 상용화제의 첨가가 미치는 영향에 관해서 알아보았다. 500, 1,000, 1,500, 2,000, 2,500 및 3,000 시간 동안 물에 침지시킨 후, 상수리나무(Quercus accutisima Carr.)와 다릅나무(Maackia amuresis Rupr. et Maxim)는 낙엽송(Larix kaempferi Lamb.)에 비하여 훨씬 낮은 물흡수도를 보였다. 모든 수종에서 목분의 함량이 10 wt%로부터 50 wt%까지 증가할수록, 주어진 시간동안 물에 침지시켰을 때 복합재의 수분흡수율이 증가하 였다. 목분의 입자크기는 복합재의 수분흡수율에 큰 영향을 주는 것으로 나타났다. 상용화제의 첨가는 복합재의 수분흡수율을 낮추는데 아주 효과적이다. 가장 낮은 수분흡수율은 다릅나무 목분을 이용하고, 목분의 함량이 낮을수록, 목분의 입자크기가 작을수록, 그리고 상용화제를 첨가했을 때 얻을 수 있다. 복합재의 두께팽창은 수분흡수율과 아주 높은 상관관계를 가지고 있다.

• 대한조선학회논문집
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• 제56권1호
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• pp.94-101
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• 2019

Underwater acoustic power should be measured in a free field, but it is not easy to implement. In practice, the measurement could be performed in a reverberant field such as a water-filled steel tank and concrete tank. In this case, the structure and the acoustic field are strongly or weakly coupled according to material properties of the steel and water. So, characteristics of the water tank must be investigated in order to get the accurate underwater acoustic power. In detail, modal frequencies, mode shapes of the structure and frequency response functions of the acoustic field could represent the characteristics of the reverberant water tank. In this paper, the structure-acoustic coupling has been investigated on a reverberant water tank numerically and experimentally. The finite element analysis has been carried out to estimate the structural and acoustical modal parameters under the dry and water-filled conditions, respectively. In order to investigate the structure-acoustic coupling effect, the numerical analysis has been performed according to the structure stiffness change of the water tank. The acoustic frequency response functions were compared with the numerical analysis and acoustic exciting test. From the results, the structural modal frequencies of the water-filled condition have been decreased compared to those of the dry condition in the low frequency range. The acoustic frequency response functions under the coupled boundary conditions showed different patterns from those under the ideal boundary conditions such as the pressure release and rigid boundary condition, respectively.

• Computers and Concrete
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• 제19권6호
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• pp.659-666
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• 2017

Based on the Arrhenius equations, several hydration exothermic models that precisely calculate the influence of concrete's self-temperature duration on its hydration exothermic rate have been presented. However, the models' convergence is difficult to achieve when applied to engineering projects, especially when the activation energy of the Arrhenius equation is precisely considered. Thus, the models' convergence performance should be improved. To solve this problem and apply the model to engineering projects, the relationship between fast iteration and proper expression forms of the adiabatic temperature rise, the coupling relationship between the pipe-cooling and hydration exothermic models, and the influence of concrete's self-temperature duration on its mechanical properties were studied. Based on these results, the rapid convergence of the hydration exothermic model and its coupling with pipe-cooling models were achieved. The calculation results for a particular engineering project show that the improved concrete hydration exothermic model and the corresponding mechanical model can be suitably applied to engineering projects.