• 접착 및 계면
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• 제13권4호
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• pp.188-192
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• 2012

in-situ 무유화 유화중합 및 후속 CdS 코팅 공정으로 이루어진 방법을 이용하여 CdS로 코팅된 PMMA 나노입자를 제조하고 그 특성을 분석하였다. 합성된 CdS/PMMA 나노입자의 크기는 201.7 nm 였으며, TGA 및 원소 분석 결과 10.37 wt%의 CdS를 함유하고 있었다. PMMA 입자 표면에 코팅된 CdS 나노결정의 크기는 3.55 nm였으며 주로 (111) 결정면으로 성장되었다. UV-vis 분석 결과 blue-shifting 현상이 관찰되었으며, 이는 CdS/PMMA 하이브리드 입자상태에서의 CdS는 벌크 상태의 CdS가 갖는 2.41 eV의 밴드갭 에너지보다 큰 2.70 eV를 갖기 때문에 발생하는 양자구속효과에 의하여 기인하였다.

• Advances in concrete construction
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• 제11권1호
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• pp.81-88
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• 2021

Rice Husk Ash (RHA) geopolymer paste activated by sodium aluminate were characterized by X-ray diffractogram (XRD), scanning electron microscope (SEM), energy dispersion X-Ray analysis (EDAX)and fourier transform infrared spectroscopy (FTIR). Five series of RHA geopolymer specimens were prepared by varying the Si/Al ratio as 1.5, 2.0, 2.5, 3.0 and 3.5. The paper focuses on the correlation of microstructure with hardened state parameters like bulk density, apparent porosity, sorptivity, water absorption and compressive strength. XRD analysis peaks indicates quartz, cristobalite and gibbsite for raw RHA and new peaks corresponding to Zeolite A in geopolymer specimens. In general, SEM micrographs show interconnected pores and loosely packed geopolymer matrix except for specimens made with Si/Al of 2.0 which exhibited comparatively better matrix. Incorporation of Al from sodium aluminate were confirmed with the stretching and bending vibration of Si-O-Si and O-Si-O observations from the FTIR analysis of geopolymer specimen. The dense microstructure of SA2.0 correlate into better performance in terms of 28 days maximum compressive strength of 16.96 MPa and minimum for porosity, absorption and sorptivity among the specimens. However, due to the higher water demand to make the paste workable, the value of porosity, absorption and sorptivity were reportedly higher as compared with other geopolymer systems. Correlation regression equations were proposed to validate the interrelation between physical parameters and mechanical strength. RHA geopolymer shows comparatively lower compressive strength as compared to Fly ash geopolymer.

• 한국구조물진단유지관리공학회 논문집
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• 제26권5호
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• pp.119-126
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• 2022

본 연구는 내진설계가 되어 있지 않은 필로티 건축물의 부족한 횡력을 보강할 수 있는 외부부착형 내진보강공법(Binding Column Method, BCM)을 제안하였다. 또한, 제안된 내진보강공법을 대상으로 보강실험체 4개, 기준 실험체 1개를 제작하여 반복가력 실험을 통하여 보강 전·후의 내진성능향상 효과를 검토하였다. 실험 결과, 기준 실험체(SC1)는 급격한 강도저하와 함께 취성적인 전단파괴의 양상을 나타낸 반면, BCM 공법을 적용한 실험체(SC2, SC3, SC4, SC5)는 강도 및 강성의 증가와 함께 에너지 흡수 능력이 큰 타원형의 이력특성을 나타내었다. 또한, 간격이 좁고 토크가 크며, L자형 강판의 두께가 두꺼울수록 보강효과가 향상됨을 알 수 있다. BCM공법 중 전단보강간격이 작고, 조임력 값이 크며, 연결철물이 두꺼운 SC4실험체가 가장 뛰어난 내진성능보강 효과를 나타내었다.

• Geomechanics and Engineering
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• 제29권3호
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• pp.281-290
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• 2022

The direct shear test is commonly used to evaluate the shear behavior of frozen soil-structure interfaces under normal stress. However, failure criteria, such as the Mohr-Coulomb failure criterion, are needed to obtain the unconfined shear strength. Hence, the punch shear test, which is usually used to estimate the shear strength of rocks without confinement, was examined in this study to directly determine the adfreezing strength. It is measured as the shear strength of the frozen soil-structure interface under unconfined conditions. Different soils of silica sand, field sand, and field clay were prepared inside the steel and concrete ring structures. Soil and ring structures were frozen at the target temperature for more than 24 h. A punch shear test was then conducted. The test results show that the adfreezing strength increased with a decrease in the target temperature and increase in the initial water content, owing to the increase in ice content. The adfreezing strength of field clay was the smallest when compared with the other soil specimens because of the large amount of unfrozen water content. The field sand with the larger normalized roughness showed greater adfreezing strength than the silica sand with a lower normalized roughness. From the experiment and analysis, the applicability of the punch shear test was examined to measure the adfreezing strength of the frozen soil-structure interface. To find a proper sample dimension, supplementary experiments or numerical analysis will be needed in further research.

• 한국지진공학회논문집
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• 제26권2호
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• pp.71-82
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• 2022

This paper presents the effect on the inelastic behavior and structural performance of concrete and filled steel pipe through a numerical method for reliable judgment under various load conditions of the CJS composite structural system. Variable values optimized for the CJS synthetic structural system and the effects of multiple variables used for finite element analysis to present analytical modeling were compared and analyzed with experimental results. The Winfrith concrete model was used as a concrete material model that describes the confinement effect well, and the concrete structure was modeled with solid elements. Through geometric analysis of shell and solid elements, rectangular steel pipe columns and steel elements were modeled as shell elements. In addition, the slip behavior of the joint between the concrete column and the rectangular steel pipe was described using the Surface-to-Surface function. After finite element analysis modeling, simulation was performed for cyclic loading after assuming that the lower part of the foundation was a pin in the same way as in the experiment. The analysis model was verified by comparing the calculated analysis results with the experimental results, focusing on initial stiffness, maximum strength, and energy dissipation capability.

• Geomechanics and Engineering
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• 제36권4호
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• pp.317-328
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• 2024

Adopting a rational engineering methodology for building structures on sandy-clay soil layers has become increasingly important since it is crucial when structures erected on them often face seismic and cyclic wave loads. Such loads can cause a reduction in the stiffness, strength, and stability of the structure, particularly under un-drained conditions. Hence, this study aims to investigate how the dynamic properties of sand-clay mixtures are affected by loading frequency and clay content. Cyclic triaxial tests were performed on a total of 36 samples, comprising pure sand with a relative density of 60% and sand with varying percentages of clay. The tests were conducted under confining pressures of 50 and 100 kPa, and the samples' dynamic behavior was analyzed at loading frequencies of 0.1, 1, and 4 Hz. The findings indicate that an increase in confining pressure leads to greater inter-particle interaction and a reduced void ratio, which results in an increase in the soil's shear modulus. An increase in the shear strength and confinement of the samples led to a decrease in energy dissipation and damping ratio. Changes in loading frequency showed that as the frequency increased, the damping ratio decreased, and the strength of the samples increased. Increasing the loading frequency not only reflects changes in frequency but also reduces the relative permeability and enhances the resistance of samples. An analysis of the dynamic properties of sand and sand-clay mixtures indicates that the introduction of clay to a sand sample reduces the shear modulus and permeability properties.

• International Journal of Computer Science & Network Security
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• 제24권5호
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• pp.135-155
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• 2024

Urban public health monitoring in smart cities focuses on the control of conditions and health challenges in urban environments. Considering the rapid spread of diseases and pandemics, it is important for health authorities to trace people carrying the virus. In smart cities, this tracing must be interoperable and intelligent, especially in indoor surfaces characterized by small distances between people. Therefore, to fight pandemics, it is necessary to start with the already-existing digital equipment of the Internet of Things, such as connected objects and smartphones. In this study, the developed system is employed to provide a social IoT network and suggest a strategy which allows reliable traceability without threatening the privacy of users. This IoT-based system allows respecting the social distance between persons sharing public services in smart cities without applying smartphone applications or severe confinement. It also permits a return to normal life in case of viral pandemic and ensures the much-desired balance between economy and health. The present study analyses previous proposed social distance systems then, unlike these studies, suggests an intelligent and distributed IoT based strategy for positioning students. Two scenarios of static and dynamic optimization-based placement of Bluetooth Low Energy devices are proposed and an experimental study shows the contribution and complementarity of the introduced contact tracing strategy with the applications on smartphones.

• 한국진공학회지
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• 제17권4호
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• pp.359-364
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• 2008

금속 유기화학 증착기 (metal-organic chemical vapor deposition)를 이용하여 사파이어 기판 위에 $Al_{0.3}Ga_{0.7}N$/GaN 및 $Al_{0.3}Ga_{0.7}N/GaN/Al_{0.15}Ga_{0.85}N/GaN$ 이종접합 구조들을 성장하고, 이들 시료의 전자와 정공들 간의 구속 효과를 조사하기 위하여 광학적, 구조적 특성을 비교하였다. 저온 (10 K) photoluminescence 실험으로부터 $Al_{0.3}Ga_{0.7}N$/GaN 단일 이종접합 구조의 경우 3.445 eV에서 단일의 이차원 전자가스 (two-dimensional electron gas; 2DEG) 관련된 발광을 관찰한 반면, $Al_{0.3}Ga_{0.7}N/GaN/Al_{0.15}Ga_{0.85}N/GaN$ 다중 이종접합 구조의 경우 3.445 eV에서 뿐만 아니라, 3.42 eV에서 추가적인 2DEG 관련된 발광을 관찰 할 수 있었다. 이 두 개의 2DEG 관련 신호들의 근원을 조사하기 위하여 $Al_{0.3}Ga_{0.7}N/GaN/Al_{0.15}Ga_{0.85}N/GaN$ 다중 이종접합구조에서의 에너지 밴드 구조를 이론적으로 계산하여 실험과 비교한 결과, 하나의 2DEG에 의한 서로 다른 버금띠로 부터가 아닌 다중 구조에 형성된 두 개의 2DEG로부터의 신호로 해석되었다.

• 한국구조물진단유지관리공학회 논문집
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• 제19권2호
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• pp.151-159
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• 2015

본 연구에서는 기존 철근콘크리트 구조물 보-기둥 접합부의 내진성능의 개선을 위해 보-기둥 접합부 영역을 FRP보강재 (탄소섬유시트, 아라미드섬유시트, 매입형 CFRP Rod)를 사용하여 보강한 후 내진성능을 평가하였다. 총 7개의 실험체를 제작하고 실험을 수행하여 내진성능을 평가하였으며, 본 연구의 실험결과를 근거로 다음과 같은 결론을 얻었다. 기존 철근콘크리트 보-기둥 접합부의 접합부 영역을 보강한 결과, 초기 재하시 접합부 영역의 균열억제 효과와 재하 전 과정을 통하여 보강재의 구속효과로 인하여 균열억제 효과가 커서 안정적인 파괴형태 및 내력향상 효과를 나타내었다. 매입형 CFRP Rod와 탄소섬유시트를 활용한 R/C 외부 보-기둥 접합부 실험체 LBCJ-CRUS는 표준실험체 LBCJ와 비교하여 변위연성 4, 7에서 각각 최대내력은 1.54배, 에너지소산능력은 2.36배 증가하였다. 그리고 실험체 LBCJ-CS, LBCJ-AF시리즈는 변위연성 7에서 표준실험체 LBCJ 보다 에너지소산능력이 각각 2.04~2.34, 1.63~3.02배 증가하였다.

• 한국진공학회지
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• 제18권3호
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• pp.186-196
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• 2009

하이퍼써멀 영역의 에너지 ($1{\sim}100\;eV$), 특히, 50 eV 이하의 에너지를 갖는 높은($10^{16}$ particles/$cm^2\;s$ 이상) 플럭스의 이온빔을 직접 인출하기는 어렵지만, 이온을 중성화한 중성입자빔 경우에는 가능하다. 높은 플럭스의 하이퍼써멀 중성입자빔을 생성하고 효율적으로 수송하기 위해서는 낮은 플라즈마 운전압력(0.3 mTorr 이하)에서도 높은 이온밀도($10^{11}\;cm^{-3}$ 이상)를 유지할 수 있는 대면적 플라즈마 발생원이 요구된다. 이러한 하이퍼써멀 중성입자빔의 생성을 위해 요구되는 플라즈마 발생원을 구현하기 위해서는 자기장에 의한 전자가둠 방식이 도입되어야 하는데, 영구자석을 이용한 다양한 자기장 구조를 갖는 Electron Cyclotron Resonance (ECR) 플라즈마 발생 방식이 하나의 해결 방법이 될 수 있음을 제안하였다. 여기에는 마그네트론 구조를 갖는 자기장을 채택한 평면형 ECR 플라즈마 발생 방식과 원통형 플라즈마 용기 외벽 둘레에 영구자석 어레이를 설치하여 축방향 자기장을 형성하고 용기 중심부에 전자를 가두는 원통형 방식이 있다. 두 경우 모두 기본적으로 mirror field 구조에 의한 전자 가둠을 기반으로 하고 전자의 drift에 의해 더욱 효율적으로 전자를 플라즈마 공간에 가두는 방식을 도입하고 있어서 낮은 운전압력에서도 높은 밀도의 플라즈마를 발생시키고 유지할 수 있다.