• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2012년도 추계학술대회 논문집
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• pp.534-537
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• 2012

Hydroelastic effects on sloshing phenomena in a rectangular tank are numerically investigated. The dimension of the tank is $1000mm{\times}600mm$, and the filling ratio of water is 20% of tank height. One of the side walls of tank is assumed to be flexible. The tank is excited into sway motion with amplitude of 100mm and frequency of 0.53Hz that is first natural frequency of water inside the tank. Prediction results for time histories of pressure and displacement of flexible and rigid walls are compared to quantitatively assess hydroelastic effects on sloshing phenomena.

• 한국광학회지
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• 제28권5호
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• pp.221-228
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• 2017

프리즘 분광계를 사용하여 액체 상태와 고체 상태의 혼합 폴리머(NOA61, NOA84) 굴절률을 측정하였다. 먼저 속이 빈 작은 프리즘을 제작하고 UV (ultra-violet) 에폭시를 채운 다음 프리즘의 꼭지각과 최소 편향각을 측정하여 굴절률을 측정하였다. 고체 상태의 폴리머는 속이 빈 프리즘에 추가 구조물을 넣고 UV 에폭시를 경화하여 고체 폴리머가 채워진 프리즘을 제작하고 굴절률을 측정하였다. 액체 상태나 고체 상태인 경우 모두, 두 종류의 에폭시를 섞어서 혼합 폴리머를 만들고 혼합비를 조절하면서 굴절률을 측정한 결과 혼합비에 비례하는 굴절률 측정값을 얻었다. 이러한 결과는 UV 에폭시를 사용한 원통형 이중 미세 렌즈배열의 초점거리를 조절할 수 있는 방법을 제공한다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1992년도 가을학술발표회 논문집
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• pp.113-120
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• 1992

The construction of container terminal at Brani, Singapore required the improvement of soft clay layer having the thickness of about 6.5m, average moisture content of 79.4%, liquid limit of 90.4%, plastic limit of 21.8%, field vane strength of 10 to 25 KPa, pre-consolidation pressure of 225 to 60 KPa and compression index of 0.4 to 1.0. For the improvement of this layer, Colbon drains of 1.3m spacing in triangular pattern were installed to the bottom of the layer and surcharge of more than 11.25m high sand fill was later applied to the treated area. The settlement and lateral displacement of the ground were measured and the speed of surcharge filling was controlled, based on these readings. The removal of surcharge was determinied using the estimated time for the 90% degree of consolidation under the design pressure of 180KPa. The field and laboratory test results show that the soft clay layer has been improved substantially in its strength and consolidation characteristics: increase in strength of about 50KPa and pre-consolidation pressure and decrease in void ratio and compression index.

• 대한기계학회논문집
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• 제13권3호
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• pp.373-384
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• 1989

본 논문에서는 상기와 같은 문제들을 규명하기 위하여 비교적 긴 원통에 액체를 내장할 수 있도록 회전체를 제작하여 액체의 종류, 점도, 액체의 양 등을 파라미터로 하여 불안정영역의 범위와 진동진폭에 관해서 실험적으로 조사하였고, 비중이 다른 2액체를 동시에 내장한 경우 액체의 자유표면과 경계면에 의한 진동특성을 을 검토하였다.

• 한국재료학회:학술대회논문집
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• 한국재료학회 2011년도 추계학술발표대회
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• pp.25.2-25.2
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• 2011

Recently, thin film capacitors used for vehicle inverters are small size, high capacitance, fast response, and large capacitance. But its applications were made up of liquid as electrolyte, so its capacitors are limited to low operating temperature range and the polarity. This research proposes using Ni-P alloys by electroless plating as the electrode instead of liquid electrode. Our substrate has a high aspect ratio and complicated shape because of anodic aluminum oxide (AAO). We used AAO because film thickness and effective surface area are depended on for high capacitance. As the metal electrode instead of electrolyte is injected into AAO, the film capacitor has advantages high voltage, wide operating temperature, and excellent frequency property. However, thin film capacitor made by electroless-plated Ni on AAO for full-filling into etched tunnel was limited from optimizing the deposition process so as to prevent open-through pore structures at the electroless plating owing to complicated morphological structure. In this paper, the electroless plating parameters are controlled by temperature in electroless Ni plating for reducing reaction rate. The Electrical properties with I-V and capacitance density were measured. By using nickel electrode, the capacitance density for the etched and Ni electroless plated films was 100 nFcm-2 while that for a film without any etch tunnel was 12.5 nFcm-2. Breakdown voltage and leakage current are improved, as the properties of metal deposition by electroless plating. The synthesized final nanostructures were characterized by scanning electron microscopy (SEM).

• 동력기계공학회지
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• 제10권2호
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• pp.47-53
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• 2006

This study concerns the performance of condensation heat transfer in plain and grooved thermosyphons. Distilled water, methanol, ethanol have been used as the working fluids. In the present work, a copper tube of the length of 1200mm and 14.28mm of inside diameter is used as the container of the thermosyphon. Each of the evaporator and the condenser section has a length of 550mm, while the remaining part of the thermosyphon tube is adiabatic section. A study was carried out with the characteristics of heat transfer of the thermosyphon 50, 60, 70, 80, 90 helical grooves in which boiling and condensation occur. The liquid filling as the ratio of working fluid volume to total volume of thermosyphon, the kinds of working fluid, the inclination angle, grooves and operating temperature have been used as the experimental parameters. The experimental results show that the number of grooves, the amount of the working fluid, the kind of working fluid, angle of inclination angle are very important factors for the operation of thermosyphon. The maximum heat transfer was obtained when the liquid fill was about 20 to 25 % of the thermosyphon volume. The relatively high rates of heat transfer have been achieved in the thermosyphon with grooves. The helical grooved thermosyphon having 70 to 80 grooves in water, 60 to 70 grooves in methanol and 70 to 80 grooves in ethanol shows the best heat transfer coefficient in both condensation.

• Restorative Dentistry and Endodontics
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• 제17권2호
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• pp.307-330
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• 1992

The aim of this study was to investigate the physical properties of visible light curing Glass Ionomer cement for restorative esthetic filling. The control group was the autopolymerizing GC Fuji II Glass Ionomer cement (2.2: 1 P/L ratio) and the experimental groups were made by following procedure. To induce the polymerization by visible light, the powder of GC Fuji II GI cement and the liquid of Vitrabond for base & liner were mixed in an amalgam capsule with 2.5:1, 3.0:1, 3.5:1 P/L ratio (% wt/wt). After fabrication of specimens, compressive strength, fracture toughness ($K_{IC}$) Scanning Electron Microscope and X-ray Diffraction, water-leachable content, marginal leakage and surface roughness were studied. The results were as follows: 1. Only experimental No. 1 group (visible light curing) showed less compressive strength than control group 1 hour after curing. Strength was increased with aging in all groups, so the compressive strength of light curing groups was no less than that of autopolymerizing group after 3 weeks. 2. Experimental No.3 group (visible light curing) was inferior to No.2 group (visible light curing) in fracture resistance but light curing groups were more resistant to fracture than autopolymerizing group and showed ductile fracture pattern as compared with the brittle fracture pattern of autopolymerizing group. 3. From scanning electron microscopic image, various sized unreacted powder particles, surrounded by silica gel, were embedded in polysalt matrix. Light curing groups showed little crack and more dense unreacted particles than autopolymerizing group. 4. From X-ray diffraction analysis, GC Fuji II Glass Ionomer cement powder and all groups showed glassy appearance but light curing groups seemed to be more intensive in crystaline than autopolymerizing group. S. The most significant dissolution was shown in early setting period in all group. Light curing groups were dissolved less than autopolymerizing group. 6. Marginal leakage was not different significantly in case of cavity margin composed of same tooth structure (ex. only enamel margin, only dentin margin) but much more leakage was shown in dentin/cementum margin than enamel margin. In only case of only enamel margin, light curing groups were superior to autopolymerizing group. 7. All groups showed relatively smooth surface, which irregularity was less than $1{\mu}m$. Light curing groups were smoother than autopolymerizing group.

• 한국지반공학회논문집
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• 제33권9호
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• pp.23-34
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• 2017

도심지 지하공간 개발을 위해서는 안정성 확보를 위해 암반 또는 암주의 미세균열까지도 보강해야 한다. 본 논문에서는 그라우팅 재료의 점도 및 입경, 주입압력, 균열 폭 등을 고려한 미세균열 그라우팅의 주입성능에 대한 연구를 수행하였다. 미세균열 보강에 사용되는 대표적인 그라우팅 재료는 용액형인 약액형 그라우팅 재료와 현탁액형인 시멘트계 그라우팅 재료가 있다. 약액형 그라우팅 재료와 시멘트계 그라우팅 재료의 주입성능은 공통적으로 점도에 영향을 받으며, 시멘트계 그라우팅 재료의 주입성능은 추가적으로 주입 재료의 입경에 영향을 받는다. 실내실험을 통해 점도를 역계산하여 재료별로 적합한 점도 측정 방법을 제시하였고, 균열 폭과 재료의 입경 간의 관계를 이용한 groutability ratio로 시멘트계 그라우팅 재료의 그라우팅 가능여부를 평가하였다.

• 한국지반공학회논문집
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• 제18권2호
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• pp.75-86
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• 2002

본 연구에서는 준설토 전체건조시료중의 모래함유율을 모래혼합비율, S-C라고 정의하고 단계별 투기방법에 의한 실내침강압밀시험을 통하여 S-C별 침강 및 압밀, 퇴적현상을 제시하였다. 또한 혼합토에서 서로 다른 거동을 보이는 점토분과 조립분을 분리시켜 S-C에 따른 점토분만의 간극비와 침하량을 계산하였다. 투기완료 후 S-C별 실내시험결과를 기존의 경험적인 해석방법과 쌍곡선법을 응용한 새로운 방법으로 산정한 투기완료 후의 계면고, 체적비 변화와 비교, 분석하였다. 시험결과 자중압밀완료 후 S-C가 증가할수록 액성한계가 혼합토의 컨시스턴시에 대한 영향을 많이 끼치며, 그 한계는 대략 65%로 판단된다. S-C에 따라 점토성분만의 간극비를 계산한 결과, 점토간극비는 S-C가 0%와 50%의 경우 투기완료 후 시간이 아무리 경과되더라도 각각 2와4이하가 될 수 없음을 보였다. 침하와 시간의 관계에서 재초기화 곡선의 시작점은 矢野弘一郞(1985)가 제시한 팀강곡선의 변곡점에 해당하였고 직선과 상관계수가 거의 1인 재초기화 곡선의 거동을 보였다. 재초기화 곡선의 기울기와 절편은 30cm이후 전체높이 별 지수함수의 형태로 파악하는게 타당하다고 판단되며, 시료높이별로 계면고변화를 고려하고 투기완료 후 기울기가 시험결과와 잘 일치하는 쌍곡선 법을 응용한 예측방법이 기존의 경험적인 방법보다 모래의 영향을 고려한 지역에서 준설 매립 할 경우 더 합리적이라고 판단된다.

• 한국환경보건학회지
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• 제6권1호
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• pp.1-9
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• 1979

An experimental study was carried out to develop a rural type toilet of which the effluent could not transmit parasitic diseases at a village in Kangwon Province, Korea, during the period of January through December 1978, A drum tank (dia. 57cm$\times$90cm) and a cement tank (100cm$\times$100cm$\times$100cm) were filled with human excreta collected from toilets of the villages (the ratio of feces to urine was estimated approximately 1: 5) at once and three threecompartment toilets were constructed and used by people. pH, temperatures and viability of parasitic eggs were examined with the content of toilets. Rusults are summarized as follows: 1. pH increased from 7.0 at the beginning of experiment to 7.5 or 8.0 after 4 months of storage in drum tank as well as in cement tank and so did from 7.0~7.5 in the first tank to 8.0~8.5 in the third tank of all three-compartment toilets. 2. Temperatures of content at middle part of toilets in January through March ranged from 2 to 6$\circ$C which were 2-4$\circ$C higher than those of air, and those of lower part were again 1~2$\circ$C higher than of middle part. but temperatures of air, at middle part andat lower part in April were 14$\circ$C, 9~10$\circ$C and 8~9$\circ$C respectively, in July 29$\circ$C, 20~21$\circ$C and 19~20$\circ$C respe ctively and in October 17$\circ$C, 14$\circ$C and 14~13$\circ$C respectively. 3. All the parasitic eggs were degenerated about 4 months after filling drum tank with human excreta on 10th April while 10% of eggs were degenerated on 15th May, and all the eggs were degenerated about 4 months after filling cement tank on 24th August while about 10% were degenerated on 11th September and 20% on 4th October. 4. Degeneration rates of eggs were only 5~15% at 5cm below surface in the first tanks of three-compartment toilets while 45~65% at 50cm below, and concentration rates of eggs in second tanks were 8~12% of those in first tanks and only a few eggs were found in third tank but all of them were degenerated. Specific gravity of liquid of 1.022~1.024 in second tanks was not enough for overflowing eggs into third tanks.