• Clean Technology
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• v.14 no.4
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• pp.248-255
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• 2008

The volume expansion of three ionic liquids (ILs) in the presence of supercritical carbon dioxide has been measured at pressures up to 32 MPa and at temperatures from 313.15 to 333.15 K in a high-pressure view cell. The imidazolium-derivative ionic liquids 1-butyl-3-methylimidazolium hexafluorophosphate ([bmim][$PF_6$]), 1-butyl-3-methylimidazolium tetrafluoroborate ([bmim][$BF_4$]), and 1-octyl-3-methylimidazolium tetrafluoroborate ([omim][$BF_4$]) were employed in this research. The effects of pressure, temperature, nature of anion and cation as well as the water content on the volume expansion of ILs by absorbing $CO_2$ were investigated experimentally. The volume expansion was higher for the ILs with longer cationic alkyl group and for the ILs with lower anion polarity. The lower the water content, the lower the temperature, or the higher the pressure, the higher was the expansion of IL phase.

• Proceedings of the Korea Society for Energy Engineering kosee Conference
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• 1995.05a
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• pp.230-235
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• 1995

염-암모니아계 화학열펌프기술의 핵심인 전도성 블록의 특성파악을 위한 기초단계 연구로서 전도성 블록의 제조 및 기초물성분석에 관한 연구를 수행하였다. 황산이 함유된 천연흑연을 열처리하여 팽창흑연을 준비하고 특성을 분석하였다. 이 팽창흑연을 압축, 성형하여 흑연지지체를 제조하였으며, 성형된 지지체에 진공기법을 이용하여 염을 함침하고 건조과정을 거쳐 전도성 블록을 제조하였다. 전도성 블록의 특성분석으로서 염의 입자내에 분산정도는 EPMA/EDS, 기공율 및 기공크기 분포는 헬륨침투법과 수은 침투법, 기체투과도는 Darcy's law를 적용하고, 열전도도 측정은 전이 일차원 열류기법을 이용하였다. 전도성 블록이 암모니아와 반응 했을때 부피팽창을 관찰하였으며, 반응기에서 전도성블록의 온도분포를 관찰하였다. 본 연구에서 제조된 블록은 염이 균일하게 분산되어 있었으며 기공율은 제조조건에 따라 0.4 ∼ 0.83, 기체투과도는 0.01 ∼ 10 Darcy, 열전도도는 흑연지지체의 겉보기 밀도가 110 kg/㎥ 인 경우, 반지름방향의 열전도도, λr은 20 W/mK, 축방향의 열전도도, λa는 17 W/mK 이였다. 겉보기밀도가 150 kg/㎥ 인 경우, λr은 22 W/wK, λa는 20 W/wK 이였다. 전도성 블록의 부피팽창은 비가역적이었으며 대부분이 반지름 방향보다 축방향에서 팽창이 일어났다. 온도분포는 초기 반응의 kinetics가 내부온도를 지배하였으나, 시간이 경과후 반응기 내부온도는 외부열전달에 의해 지배되었다.

• Journal of the Society of Disaster Information
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• v.13 no.1
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• pp.35-42
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• 2017

In this study, to quantitatively evaluate the strength characteristics of the inflatable liquid used for the recovery of soft ground or partial settlement, the inflatable liquids were prepared by dividing the inflatable capacity and the strength characteristics were analyzed according to the conditions. The experimental group was divided into two groups: relatively high expansion group and low expansion group. The specimens were prepared by controlling the volume of 10 ~ 30% of the maximum expansion volume, and the strength of the specimens were evaluated. The compressive strength of the high expansion group and low expansion group was about 2.1 times.

• Food Industry And Nutrition
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• v.1 no.1
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• pp.81-87
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• 1996

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.201-204
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• 2008

The proposed method, capable of predicting various stress-strain responses in axially loaded concrete confined with FRP (Fiber Reinforced Polymers) composites in a rational manner, is based on the fact that the volumetric expansion due to progressive microcracking in mechanically loaded concrete is an important measure of the extent of damage in the material microstructure. The elastic modulus expressed as a function of area strain and concrete porosity, the energy-balance equation relating the dilating concrete to the confining device interactively, the varying confining pressure, and an incremental calculation algorithm are included in the solution procedure. This procedure enables the evaluation of lateral strains consecutively according to the related mechanical model and the energy-balance equation, rather than using an empirically derived equation for Poisson's ratio or dilation rate as in other analytical methods.

• Polymer(Korea)
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• v.24 no.5
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• pp.690-700
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• 2000

In this study, an elastomer-assistered compression molding process was investigated by experiments as well as modeling for the long-fiber reinforced thermoset composites. The consolidation pressure generated by fixed-volume and variable-volume conditions was thermodynamically derived for both elastomer and curing prepregs, and was compared with the pressure measured during curing of epoxy matrix. Exhibiting non-linear viscoelastic characteristics in the compressive stress-strain tests, the measured stress was well compared with a modifed KWW (Kohlrausch-Williame-Watts) equation, which is based on the Maxwell viscoelastic model. Using the developed model equations, the consolidation pressure generated by the elastomer was successfully predicted for the compression molding process of thermoset composite materials in tile closed mold system.

• Journal of the Korea Concrete Institute
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• v.19 no.6
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• pp.803-810
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• 2007

An analytical method capable of predicting various stress-strain responses in axially loaded concrete confined with FRP (fiber reinforced polymers) composites in a rational manner is presented. Its underlying idea is that the volumetric expansion due to progressive microcracking in mechanically loaded concrete is an important measure of the extent of damage in the material microstructure, and can be utilized to estimate the load-carrying capacity of concrete by considering the corresponding accumulated damage. Following from this, an elastic modulus expressed as a function of area strain and concrete porosity, the energy-balance equation relating the dilating concrete to the confining device interactively, the varying confining pressure, and an incremental calculation algorithm are included in the solution procedure. The proposed method enables the evaluation of lateral strains consecutively according to the related mechanical model and the energy-balance equation, rather than using an empirically derived equation for Poisson's ratio or dilation rate as in other analytical methods. Several existing analytical methods that can predict the overall response were also examined and discussed, particularly focusing on the way of considering the volumetric expansion. The results predicted by the proposed and Samaan's bilinear equation models correlated with observed results with a reasonable degree, however it can be judged that the latter is not capable of predicting the response of lateral strains correctly due to incorporating the initial Poisson's ratio and the final converged dilation rate only. Further, the proposed method seems to have greater benefits in other applications by the use of the fundamental principles of mechanics.

• Journal of Korean Tunnelling and Underground Space Association
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• v.4 no.2
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• pp.101-111
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• 2002

The purpose of this research is to develop improved model for joints of tunnel based on Disturbed State Concept (DSC) model. DSC model is verified with respect to comprehensive laboratory tests performed by Schneider and back prediction results. Based on results of this research, it can be stated that DSC model is capable of characterizing the strain softening and dilative behavior of rough granite joints under four different constant normal stresses.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2017.05a
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• pp.146-146
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• 2017

산화비스무트는 리튬이온과의 반응에서 현재 상용화된 그래파이트보다 높은 이론용량을 가지고 있으나, 리튬이온과의 반응에서 비교적 큰 부피팽창 특성을 가져 리튬이차전지의 음극재로서 상용화가 어려운 단점이 있다. 본 연구에서는, 이러한 문제점을 개선하기 위하여 양극산화법을 통해 충 방전시 부피팽창 변화가 매우 적은 타이타니아 나노튜브를 제조한 후, 그 위에 스프레이 방법으로 산화비스무트를 코팅하여 두 물질의 복함체를 만듦으로써 용량과 구조적 안정성을 향상시키는 방법을 소개한다. 음극재의 구조적 특성은 고분해능 주사전자현미경 (HR-SEM), 고분해능 엑스선 회절분석기(XRD)를 통해 조사하였으며, 전기화학 임피던스 분광법 (EIS), 순환전류법 (CV), 충 방전 싸이클 분석을 통해 리튬이차전지의 작동원리와 보다 향상된 성능을 규명하였다.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2003.10a
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• pp.120-120
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• 2003