• Journal of Mechanical Science and Technology
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• 제16권3호
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• pp.344-353
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• 2002

A reliable computational heat transfer model has been investigated to define the heat transfer characteristics of a spray column direct contact heat exchanger, which is often utilized in the process involving counterflows for heat and mass transfer operations. Most of the previous studies investigated are one-dimensional unsteady solutions based on rather fragmentary experimental data. Development of a multidimensional numerical model and a computational algorithm are essential to analyze the inherent multidimensional characteristics of a direct contact heat exchanger. The present study has been carried out numerically and establishes a solid simulation algorithm for the operation of a direct contact heat exchanger. Operational and system parameters such as the speed and direction of working fluid droplets at the injection point, and the effects of aspect ratio and void fraction of continuous fluid are examined thoroughly as well to assess their influence on the performance of a spray column.

• 한국지진공학회논문집
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• 제10권4호
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• pp.67-76
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• 2006

본 논문에서는 철골 각형강관단면(RHS) 기둥-보 접합부에서 웨브의 모멘트 전달효율을 평가하였다. 먼저, 5개의 철골보접합부에 대한 비선형 유한요소해석을 수행하였다. 이들은 접합부 상세가 다르게 설계되었고, 따라서 휨저항 성능이 각기 다르다. 해석결과 RHS 기둥을 가진 모델은 기둥 플랜지의 면외변형 때문에 WF(Wide Flange) 기둥을 가진 모델에 비해 모멘트 전달효율이 저하함을 보였다. 스캘럽(WAH)과 얇은 강관기둥 두께도 모멘트 전달효율의 저하를 가져오는 원인으로서, 결과적으로 보-기둥 접합부의 파단을 초래할 가능성이 크다. 해석과 이전의 실험결과를 기초로 하면, 응력집중은 모멘트 전달효율과 반비례하고, 접합부의 변형능력은 모멘트 전달효율의 저하에 따라 감소하는 것을 알 수 있다. 더 나아가서 바닥슬래브가 있는 합성보 접합부에 대한 유한요소해석결과는 중립축이 상부플랜지 방향으로 상승함으로써 모멘트 전달효율이 저하했고, 이러한 영향은 접합부의 조기 취성파단을 초래하는 것을 보였다.

• 설비공학논문집
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• 제12권8호
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• pp.735-744
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• 2000

In order to define the heat transfer characteristics in a spray column direct contact heat exchanger, the development of a multidimensional numerical model and computational algorithm is essential to analyze the inherent multidimensional characteristics of a direct contact heat exchanger. In the present study, it has been carried out numerical calculations using a two-dimensional model for operation of a direct contact heat exchanger. Such operational and system parameters as the injection velocity, void fraction, aspect ratio and injection temperature of each fluid are examined thoroughly to assess their influence on the performance of a spray column. Analyzed results has shown that our two-dimensional model predicts the heat transfer phenomena well in a spray column.

• 한국태양에너지학회:학술대회논문집
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• 한국태양에너지학회 2009년도 춘계학술발표대회 논문집
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• pp.155-161
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• 2009

Desiccant systems have been proposed as energy saving alternatives to vapor compression air conditioning for handling the latent load. Use of liquid desiccants offers several design and performance advantages over solid desiccants, especially when solar energy is used for regeneration. The liquid desiccants contact the gas inside the packed column and the heat transfer and mass transfer will occur. This proposal is try study the mass transfer and heat transfer inside the packed column of dehumidifier and regenerator systems. And later on, the rates of dehumidification and regeneration that were affected by desiccant flow rates, air temperature and humidity, and desiccant temperature and all that variation will influence the performance of the systems.

• Korean Chemical Engineering Research
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• 제50권3호
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• pp.499-504
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• 2012

산업현장에서 자주 접하는 액상의 물성인 표면장력이 상대적으로 작은 액상으로 구성된 삼상슬러리 기포탑에서 총괄 열전달 특성을 고찰하였다. 기포탑 내부의 열전달 현상은 기포탑 내부의 수직 열원과 기포탑 간의 열전달계를 구성하여 고찰하였으며 열전달 계수는 정상상태에서 열원표면의 온도와 기포탑 내부의 평균 온도의 차를 측정하여 결정하였다. 기체유속($U_G$), 슬러리 상에 포함된 고체입자의 분율($C_S$) 그리고 연속 액상의 표면장력(${\sigma}_L$)이 기포탑 내부의 총괄 열전달 계수(h)에 미치는 영향을 규명하였다. 기포탑 내부 열원 표면과 기포탑 벌크영역 간의 온도차는 시간의 변화에 따른 온도차 요동을 측정하여 그 평균값으로 결정하였다. 기포탑 내부 열원표면과 기포탑 벌크 영역 간의 온도차 요동은 연속 액상의 표면장력이 감소할수록 진폭이 감소하였으며 온도차의 평균값도 감소하였다. 내부 수직 열원과 기포탑 간의 총괄 열전달 계수는 기체의 유속과 슬러리 상에 포함된 고체입자의 분율이 증가함에 따라 증가하였으며 연속 액상의 표면장력이 증가함에 따라 감소하였다. 표면장력이 물보다 작은 연속 액상의 기포탑에서 측정된 총괄 열전달 계수는 본 연구의 범위 내에서 실험변수와 무차원군의 상관식으로 나타낼 수 있었다.

• Structural Engineering and Mechanics
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• 제56권1호
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• pp.67-83
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• 2015

The load transfer mechanism and load-bearing capacity of cast steel joints for H-shaped beam to square tube column connection are studied based on the deformation compatibility theory. Then the monotonic tensile experiments are conducted for 12 specimens about the cast steel joints for H-shaped beam to square tube column connection. The findings are that the tensile bearing capacity of the cast steel joints for beam-column connection depends on the ring of cast steel stiffener. The tensile fracture happens at the ring of the cast steel stiffener when the joint fails. The thickness of square tube column has little influence on the bearing capacity of the joint. The square tube column buckles while the joint without concrete filled, but the strength failure happens for the joint with concrete filled column. And the length of welding connection between square tube column and cast steel stiffener has little influence on the load-bearing capacity of the cast steel joint. Finally it is shown that the load-bearing capacity of the joints for H-shaped beam to concrete filled square tube column connection is larger than that of the joints for H-shaped beam to square tube column connection by 10% to 15%.

• 한국환경과학회지
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• 제11권6호
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• pp.605-610
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• 2002

The absorption of benzene in nonpolar solution was studied in a laboratory-scale of bubble column varying of gas flow rates and gas-to-liquid ratios. A bubble column had a 0.8∼l$\times$10$\^$-3/ m$^3$ total volume (height 1500 mm, diameter 50 mm). Solution analysis was performed by GC-FID and GC-MSD. The objectives of this research were to select the best absorption fluid and to evaluate the mass transfer characteristics under specific conditions of each absorption. The results of this research were follow as: First, the heat transfer fluid is more efficient than the other nonpolar solution in removing VOC. Second, The benzene removal efficiency improved according to an increasing rate of gas flow. Also, volumetric mass transfer rate of column can be enhanced by increasing gas flow rate. Finally, the relation of gas flow rates, liquid amount, and volumetric mass transfer coefficient was obtained as follows. K$\_$y/a: 0.5906(V$\_$g//L)$\^$0.7611/ The following correlation of mass transfer coefficient and efficiency was proposed. v= 0.06078 K$\_$y/a$\^$0.2444/.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 봄 학술발표회 논문집
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• pp.515-520
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• 1997

This research is aimed at the development of the composite beam-column connection system by which the steel beam can be connected to the R/C column with smooth stress transfer. As the first step of the structural performance tests of the system, bearing resistance test has been carried out for actual size specimen. From the test, the connection system has been proved to take good bonding and stress transfer to the surrounding concrete with negligible relative displacements.

• Korean Chemical Engineering Research
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• 제47권4호
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• pp.459-464
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• 2009

가압 삼상슬러리 기포탑에서 탑의 직경변화에 따라 기체-액체 물질전달 특성을 고찰하였다. 기체 유속, 운전압력, 액체점도, 슬러리상에서 고체입자의 양 그리고 탑의 직경이 기체-액체 부피물질전달계수에 미치는 영향을 결정하였다. 운전변수들이 물질전달계수에 미치는 영향은 기포탑의 직경이 변화함에 따라 다르게 나타났다. 기체-액체 부피물질전달계수는 기체유속이나 운전압력이 증가함에 따라 증가하였으나, 기포탑의 직경, 액체의 점도 그리고 슬러리상에 고체입자의 농도가 증가함에 따라 감소하였다. 기체-액체 물질전달계수가 기체유속 증가에 따라 증가하는 경향과 액체의 점도가 증가함에 따라 감소하는 경향은 기포탑의 직경이 증가함에 따라 점차 감소하였다. 그러나, 운전압력과 슬러리상에 포함된 고체입자의 농도가 기체-액체 물질전달계수에 미치는 영향은 기포탑의 직경이 변화함에 따라 큰 영향을 받지 않았다. 본 연구의 실험범위에서 기체-액체 물질전달계수는 다음 식과 같은 실험변수의 상관식으로 나타낼 수 있었다. $k_La=0.02D^{-0.26}U_G^{0.28}P^{0.43}{\mu}_L^{-0.04}S_c^{-0.35}$.

• International Journal of Concrete Structures and Materials
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• 제18권3E호
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• pp.199-205
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• 2006

The composite frame system with reinforced concrete column and steel beam can be improved in its structural efficiency by complementing the shortcomings of the two systems. The system, however, has many inherent problems in practical design and construction process due to the dissimilarities of the materials. Considering these circumstance, this research aims for the development of a composite structural system which connects the steel beams to the R/C columns with higher structural safety and economy. Basically, the proposed connection system is composed of four split tees, structural angles reinforced by a stiffener, high strength steel rods, connecting plates and shear plates. Structural tests have been carried out to investigate the moment transfer mechanism 1Tom the beam flange to steel rods or connecting plates through the structural angle reinforced by a stiffener. The four prototype specimens have been tested until the flange of the beam reached a plastic state. The test results indicated that no distinct material dissimilarities between concrete and steel have been detected for the proposed hybrid beam-column connection system and that the stress transfer through the structural angle between the beam flange and steel rods or connecting plates was very encouraging.