• 한국기계가공학회지
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• 제18권12호
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• pp.52-58
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• 2019

This study numerically analyzed the icing process in a U-shaped pipe exposed to the outside by considering the mushy zone of freezing water. Numerical results showed that the flow was pulled outward due to the U-shaped bend in the freezing section exposed to the outside, which resulted in the ice wave formation on the wall of the bended pipe behind. At the same time, the formation of a corrugated ice layer became apparent due to the venturi effect caused by the ice. The factors affecting the freezing were investigated, including the change of the pipe wall temperature, the water inflow velocity, and the pipe bend spacing. It was found that, as a whole, the thickness of the freezing layer increased as the pipe wall temperature decreased. It was also found that the freezing layer became relatively thin when the inflow rate of water was increased, and that the spacing of the pipe bends did not significantly impact the change in the freezing layer.

• 설비공학논문집
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• 제4권3호
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• pp.175-182
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• 1992

Freezing of the binary solution ($H_2O-NaCl$) saturating a packed bed of spheres is investigated experimentally. The system is cooled through its top surface, and the bottom is maintained at a temperature above the liquidus. Experiments are performed on the hypolutectic side, and the cold wall temperature is lower than the eutectic point. The effects of initial mixture concentration, superheat and glass bead diameter on temperature and concentration distributions are investigated. Supercooling was observed only at early times of the freezing process for experiments with 5% initial salt concentration. Flow visualization experiments and mushy-liquid interface position observations revealed natural convection in the liquid region. Remelting phenomena was not observed at both the solid-mushy and mushy-liquid interfaces.

• 한국기계가공학회지
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• 제19권1호
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• pp.114-120
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• 2020

In this study, the process of freezing around two consecutively arranged channel tubes used for evaporator heat exchange was numerically investigated. Numerical results confirmed that the vortex occurred between the front channel and the rear channel and also that the vortex occurred due to the rapid change of the channel at the rear of the rear channel. These vortices were found to play a role in reducing the ice layer to some extent by the growth of the ice layer at the front and rear of the channel tube. The freezing layer showed a tendency to gradually increase as it passed through the channel pipe. As the wall temperature in the channel pipe decreased, the thickness of the freezing layer increased. As the flow rate of water slowed, the thickness of the freezing layer became thicker. In particular, in the case of a slow flow rate of 0.03 m/s, the freezing layers of the front channel pipe and the rear channel pipe were connected to each other. The narrower the channel, the thinner the freezing layer was in both the front and rear channel tubes. It is found that these thin freezing layers are caused by the low thickness of the temperature boundary layer formed around the channel tube.

• 한국지열·수열에너지학회논문집
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• 제8권3호
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• pp.19-28
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• 2012

In a heat only boiler system of a steam power plant, outdoor air required for combustion is made to pass through indoor space for increasing the boiler efficiency. Due to heat generated by various equipments, temperature of the air that enters the boiler will increase resulting in combustion efficiency. If the outdoor air temperature is low, however, this will cause freezing and bursting of pipes which are filled with water. It is especially fatal to small diameter pipes and pipes connected to measuring instruments. The purpose of this study is find operation and outdoor conditions where this phenomena can happen and also establish preventive measures to avoid this problem.

• 한국도로학회논문집
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• 제18권2호
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• pp.83-90
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• 2016

PURPOSES : Nowadays, cavity phenomena occur increasingly in pavement layers of downtown areas. This leads to an increment in the number of potholes, sinkholes, and other failure on the road. A loss of earth and sand from the pavement plays a key role in the occurrence of cavities, and, hence, a structural-performance evaluation of the pavement is essential. METHODS: The structural performance was evaluated via finite-element analysis using KPRP and KICTPAVE. KPRP was developed in order to formulate a Korean pavement design guide, which is based on a mechanical-empirical pavement design guide (M-EPDG). RESULTS: Installation of the anti-freezing layer yielded a fatigue crack, permanent deformation, and international roughness index (IRI) of 13%, 0.7 cm, and 3.0 m/km, respectively, as determined from the performance analysis conducted via KPRP. These values satisfy the design standards (fatigue crack: 20%, permanent deformation: 1.3 cm, IRI: 3.5 m/km). The results of FEM, using KICTPAVE, are shown in Figures 8~12 and Tables 3~5. CONCLUSIONS: The results of the performance analysis (conducted via KPRP) satisfy the design standards, even if the thickness of the anti-freezing layer is not considered. The corresponding values (i.e., 13%, 0.7 cm, and 3.0 m/km) are obtained for all conditions under which this layer is applied. Furthermore, the stress and strain on the interlayer between the sub-grade and the anti-freezing layer decrease gradually with increasing thickness of the anti-freezing layer. In contrast, the strain on the interlayer between the sub-base and the anti-freezing layer increases gradually with this increase in thickness.

• 태양에너지
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• 제13권2_3호
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• pp.53-64
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• 1993

본 연구는 용융된 파라핀을 채운 수직원관 내의 상변화물질의 초기온도와 수직원관의 벽면온도를 변화시켰을때 관 내에서 일어나는 열전달현상을 다루었다. 자연대류의 효과는 초기과열된 액상영역 내에서 응고초기 짧은 시간에 걸쳐 일어났고, 그 후 전도열전달이 paraffin 전 영역을 지배하였다. 실험에서 관찰한 응고 형태는 상부표면에서 밀도 증가에 의한 수축공간이 발생하였으며, 그 공간의 크기는 냉각이 진행됨에 따라 증가하였다. 자연대류가 끝나자. 상경계면 상에서 수지상 결정과 mush-zone이 발견되었다. 액상 paraffin의 초기과열은 실험 전반부의 응고질량과 응고두께를 감소시키는 경향을 보였으며, 초기액상과열도와 벽면 과냉도가 큰 경우에 크게 나타났다.

• 대한기계학회논문집B
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• 제20권10호
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• pp.3313-3321
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• 1996

A fundamental study in cooling and solidification process focused on ice storage was performed, including the interesting phenomena of density inversion, supercooling and dendritic ice. A numerical study was performed for natural convection and ice formation in the cooling and freezing processes with supercooling in a space between double cylinders. When water was cooled under the freezing point by a cooling wall in a cavity, solidification was not started at once, but a subcooled region was formed near the wall. Especially, when the cooling rate was low, subcooled region extended to a wide area. However, after a few minutes, supercooling is released by some triggers. Dendritic ice is suddenly formed within a subcooled region, and a dense ice layer begins to be developed from the cooling wall. Due to the difficulties, most previous studies on solidification process with numerical methods had not treated the supercooling phenomena, i.e. the case considering only the growth of dense ice. In this study, natural convection and ice formation considering existence of supercooling and dendritic ice were analyzed numerically with using finite difference method and boundary fixing method. The results of numerical analysis were well compared with the experimental results.

• 한국결정학회지
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• 제13권3_4호
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• pp.172-176
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• 2002

Pb(Mg /sub 1/3/Nb/sub 2/3/)O₃-PbTiO₃ 계 완화형 강유전체에서 PbTiO₃ 첨가량 변화 및 온도 변화에 따른 상전이 거동을 초전특성 및 유전완화현상 고찰을 통해 고찰하였다. -40∼200℃의 상전이 온도범위에 걸쳐 초전 및 유전특성을 살펴보았으며 특히 Vogel-Fulcher 관계식에 의한 freezing temperature를 도출하였다. 이러한 모든 실험적 결과들로부터 기존에 제안되었던 Pb(Mg /sub 1/3/Nb/sub 2/3/)O₃-PbTiO₃ 고용체 시스템에 대한 상평형도를 다소 수정하여 제안하였다.

• 한국지반공학회논문집
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• 제28권5호
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• pp.85-94
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• 2012

최근 동결지반의 다양한 문제들에 대한 관심이 증대하면서 동결의 영향을 받는 지반의 거동특성에 관한 이론정립 및 체계적인 연구의 필요성이 제기되고 있다. 기존의 정립된 토질역학 이론과는 달리 동결지반에서 온도의 영향과 간극수의 동결에 의한 상변화는 간극수의 이동, 지반팽창, 작용토압의 급격한 증가 등 여러가지 문제들을 야기한다. 본 논문에서는 비동결-동결 전이 상태에서 연속성을 갖는 새로운 응력변수를 도입하여, 동결 작용을 받는 다공질 재료에 대한 THM 역학적 탄소성 구성모델을 유도하였다. 개발된 구성모델을 1차원 팽창압, 동결토의 삼축압축 강도 그리고 일방향 동결실험에 적용하여 해의 안정성과 구성모델의 적용성에 대하여 논의하였다. 수치해석 결과는 동결토의 복잡한 THM현상들을 효과적으로 묘사할 수 있었으며, 동결의 영향하에 있는 지반구조물의 해석과 설계 및 시공될 구조물의 장기거동예측에 활용될 수 있을 것이다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.277-280
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• 2008

철근콘크리트구조는 적절한 시공 후 지속적인 유지관리가 이루어질 경우 우수한 내구성을 가졌다. 그러나 철근콘크리트 구조물은 항시 외부환경의 영향을 받고 있으며 이로 인하여 구조물의 성능저하 현상이 일어난다. 이러한 성능저하 현상중 콘크리트의 동결융해 작용은 콘크리트 내부의 수분이동결융해를 반복적으로 받아 균열이 발생하거나 표면부가 박리하여 표면부분부터 점차적으로 파괴되어 콘크리트 구조물의 내구성능이 저하되는 현상을 말한다. 성능저하 된 콘크리트구조물의 내구성회복을 위한 기술 개발에 대한 관심이 급격히 증가되고 있고 동결융해에 관한 연구가 이루어진다면 동결융해 따른 피해를 사전에 예방할 수 있고, 적절한 시공을 통해 경제적 효과를 얻을 수 있다. 이에 본 연구에서는 동결융해 이전의 손상유무 및 동결융해 사이클을 변수로 하여 동결융해를 경험한 철근콘크리트 보의 거동특성을 평가하고자 하였고 이러한 연구결과를 근거로 향후 철근콘크리트 보의 내구성 및 동결융해에 의한 거동특성을 평가함에 있어 기초적인 자료를 마련하고자 하였다.