• Journal of the Korean Institute of Gas
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• v.21 no.1
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• pp.27-33
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• 2017

In this study, the stability of trench slope was analysed in summer and winter seasons for the construction of pipelines in permafrost regions. The construction standards of Korea, Russia and UK were compared for obtaining an optimum trench shape for a pipeline of 30 in. diameter. Using the geotechnical properties of soil in Yakutsk (Russia), the stability of trench slope was analysed using Strength Reduction Method (SRM) according to the horizontal slope angle values of $0^{\circ}$, $10^{\circ}$, $20^{\circ}$ and $30^{\circ}$ and vertical slope angle values of $20^{\circ}$, $30^{\circ}$ and $40^{\circ}$. In both seasons, an increase in the slope angle results in a decrease in the factor of safety. The results show that horizontal slope angle of $30^{\circ}$ was not safe in summer season. At the vertical slope angle of $20^{\circ}$, trench side failure was observed, whereas, ground slope failure was observed at the vertical slope angles of $30^{\circ}$ and $40^{\circ}$. Due to the solidification of pore water at temperatures below $0^{\circ}C$, cementation of soil particles take place. Therefore, the trench slope was found to be stable in the winter season at all vertical and horizontal slop angles, except for special load cases and abrupt temperature changes.

• Journal of the Korea institute for structural maintenance and inspection
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• v.12 no.6
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• pp.164-172
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• 2008

The heat of hydration for early aged mass concrete induces high temperature with the hydration. Control of the temperature difference across a section is an effective strategy to minimize the hydration heat induced cracks for the structures where internal restraint is dominant. The current prevention methods for hydration cracking show some limitations for the control of thermal gradients, and these limitations could make micro and macro cracks in surface and core of concrete. Especially cooling methods can decrease the increasing hydration temperature, but it can not prevent the problem while decreasing temperature. Consequently heating pipes are added simultaneously with the cooling pipes in order to control the temperature gradients between core and surface of the concrete, followed by the finite element analysis (FEA). Based on the FEA, the proposed method using cooling pipe and heating pipes together has been found to be an effective alternative in thermal gradient control, in terms of controlling temperature induced cracks significantly.

• Solar Energy
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• v.17 no.4
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• pp.45-56
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• 1997

The purpose of this research was to study the characteristics of heat transfer of snow removing facilities using heat pipe by experimental method. Heat pipes was constructed a flexible tube connected between evaporator and condenser ends for altitude adjustment of evaporator and it was constituted an internal diameter of 25.4mm, a length of 950mm for heating section and a length of 6000mm for condenser section with copper material for closed system. The results showed that the effect of heat transfer was increased when inclination angle and inlet temperature of heating water increased. Wall temperature response by inclined angle $4.5^{\circ}c-9^{\circ}c$ and working fluid amount 0.96 from to 1.3 times of evaporator volume were better than those of other working fluid and angle.

• Journal of the Korean Geotechnical Society
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• v.18 no.5
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• pp.67-72
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• 2002

Water content of soils within pavement varies seasonally depending on climatic factors such as rainfall, temperature and so on, since a hydraulic gradient due to rainfall causes moisture flow, and a thermal gradient due to temperature change induces not only heat flow but also moisture flow directly and indirectly. Soils within pavement are usually in an unsaturated state, and heat flow and moisture flow have been recognized as coupled processes with complex interactions between them. This paper presents a one-dimensional analysis model by the finite element method for the coupled heat flow and moisture flow in unsaturated soils. The model can be used to predict not only the change of temperature and water content, but also frist heave with time. It will be a meaningful work for the design and maintenance of pavement to predict the change of the temperature and water content and frist heave. The model is tested through comparisons with the results by other models.

• Proceedings of the Korea Concrete Institute Conference
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• 1993.04a
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• pp.219-224
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• 1993

본 연구는 철근콘크리트 격납구조물에서 가상의 냉각제 유출사고에 의한 온도하중과 압력에 따른 거동을 알아보기 위한 비선형 해석을 수행하였다. 시간에 따른 온도하중을 결정하기 위하여 과도온도해석을 통해 격납구조물 단면내의 온도분포를 구하였다. 구조물은 기하학적 비선형성과 재료비선형성을 고려한 판 및 쉘요소로 이상화되며, 쉘요소는 두께방향에 따라 변하는 응력을 고려하기 위해 몇 개의 층으로 이루어진 모델을 사용하였다. 열응력은 인접한 두시간 단계에서의 온도차를 하나의 하중증가로 고려하여 초기변형 문제로 변환하여 결정되었다. 본연구에서의 수치실험에 의하여 과도온도해석에 근거한 비선형온도경사를 고려할 때의 변위가 고려하지 않을 때의 변위에 비해 크게 나타남을 알 수 있다.

• Journal of Power System Engineering
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• v.15 no.1
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• pp.32-38
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• 2011

2개의 경사 배플을 가진 사각 채널내의 열전달과 유동양상에 특성을 조사하기 위해 수치해석을 행하였다. 본 연구에서는 바닥에서만 가열된 채널 내 2개의 배플에 9개의 다이아몬드형 구멍을 설치하였다. 배플은 19.8 cm의 폭과 23.2 cm의 길이 그리고 0.5 cm의 두께의 플렉시 글라스를 사용하였다. 다이아몬드형 구멍의 크기는 $2.55\;cm{\times}2.55\;cm$이며 배플 경사각은 $5^{\circ}$를 유지하였다. 레이놀즈수의 범위는 23,000에서 57,000 이다. SST k-${\omega}$ 난류모델을 사용하였다. 누셀트(Nu) 수의 수치해석 결과는 실험 결과로 검증하였다. 유동장에 관한 수치해석으로부터 배플 구멍 근처의 유동 양상을 나타낼 수 있었고 이러한 유동장이 온도장의 특징에 크게 영향을 미친다는 것을 나타내었다. 국부 누셀트수는$x/D_h$=2.5 에서 최대가 되었다.

• Proceedings of the Korean Society for Agricultural Machinery Conference
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• 2003.07a
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• pp.128-133
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• 2003

우리나라는 국토의 약 68%가 산악지형으로 포장의 경사와 토양중의 자갈이 밭작물의 재배와 기계화에 장애가 되고 있다. 포장중의 자갈은 토양의 보습력과 통기성을 향상시키고 경사지에서의 토양침식을 방지하는 긍정적 측면이 있으나, 자갈이 토양 표면에 산재할 경우 작물의 발아와 입모를 억제하고, 작물생육을 위한 토양환경을 조성하는 경운작업 재배관리 작업을 어렵게 하기 때문에, 농민들은 포장내의 자갈을 제거하기 위해 많은 노력을 기울이고 있다. 특히 관행 로타리 작업 시에는 자갈이 대부분 토양 표면에 노출됨으로 생육환경 및 기계작업 환경을 더욱 악화시키게 된다. 2cm이상의 자갈이 토양 표면에 있을 경우 기계 파종이나 이식이 어렵고 발아이후의 생육도 좋지 않게 된다. 그러나 지중에 존재하는 자갈은 토양의 투수성을 향상하여 경사지에서 토양침식을 막아주고, 수분과 온도의 보지력을 크게하고 토양 통기성을 향상시키므로 뿌리의 발육을 촉진해 준다. (중략)

• Korean Journal of Air-Conditioning and Refrigeration Engineering
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• v.10 no.2
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• pp.165-172
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• 1998

An experimental study on the heat transfer of the inclined thermosyphon with low integral-fins in which boiling and condensation occurred is performed to investigate its heat transfer performance. Water and CFC-30 have been used as the working fluids. The operating temperature and the inclination angle of thermosyphon have been used as the experimental parameters. The heat flux input and the inclination angle $\theta$ towards the vertical position were varied in steps. The heat transfer rate in the thermosyphon was depended upon the inclination angle. In addition, it is to obtain the overall heat transfer coefficients and the characteristics as a operating temperature for the practical applications.

• Textile Coloration and Finishing
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• v.10 no.4
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• pp.15-23
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• 1998

본 연구에서는 sizing을 포함하여 염색.가공 공정에서 습.건열 처리 온도를 변화시켜 처리한 폴리에스테르 필라멘트 사와 직물의 물성 변화에 관한 상관성을 연구하였다. 경사는 50d/24f(spark) 그리고 위사는 75d/72f(semi-dull)사를 사용하여 평직물을 셔틀직기에서 제직하였다. 사이징 공정에서의 건조온도를 $90^\circ{C}$, $125^\circ{C}$, $150^\circ{C}$로 변화 시켰으며 수세공정에서 습열 처리온도는 $90^\circ{C}$, $110^\circ{C}$ 그리고 $120^\circ{C}$로 변화시켰다. 그리고 프리세트 공정에서의 건열 처리온도는 $180^\circ{C}$, $200^\circ{C}$ 그리고 $220^\circ{C}$로 변화시켰다. 마지막으로 최종열처리 공정에서는 $170^\circ{C}$, $180^\circ{C}$ 그리고 $200^\circ{C}$로 각각 변화시켜 이들 직물의 인장, 굽힘, 전단 특성과 이들 직물에서 채취한 실의 탄성계수, 절단강도, 변형률 등을 측정하여 각 공정에서의 열처리 온도 변화에 따라 이들 물성치의 상관성을 검토 비교하였다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.6 no.2
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• pp.202-209
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• 2005

This study concerns the performance of boiling heat transfer in inclined thermosyphons with internal grooves. A study was carried out with the performance of the heat transfer of the inclined thermosyphon having 60 internal grooves in which boiling and condensation occur. A plain thermosyphon having the same inner and outer diameter as the grooved thermosyphon is also tested for comparison. Distilled water, methanol and ethanol have been used as the working fluid. The inclination angle, three working fluids, heat flux and the boiling heat transfer coefficient at the evaporator zone are estimated from the experimental results. The experimental results have been assessed and compared with existing correlations. Imura's and Kusuda's correlation for boiling showed in good agreement with experimental results within ${\pm}20%$ in plain thermosyphon. The high heat transfer coefficient was found between $25^{\circ}$ and $30^{\circ}$ of inclination angle for water and between $20^{\circ}$ and $25^{\circ}$ for methanol and ethanol. The relatively high rates of heat transfer have been achieved in the thermosyphon with internal micro grooves.