• Proceedings of the SAREK Conference
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• 2008.06a
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• pp.323-327
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• 2008

본 연구는 판형 핀-관 열교환기의 열전달 특성을 상용 CFD 코드인 SC/Tetra를 사용하여 해석한 내용에 관한 것이다. 해석조건은 입구속도 0.63 m/s, 튜브온도 $44.5^{\circ}C$이다. 해석 열교환기는 총6가지로 검토하였으며 각각의 온도분포와 유동패턴을 해석하고 판형 핀-관 열교환기의 열전달 특성을 비교 검토하였다.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.36 no.6
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• pp.583-591
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• 2012

Plate heat exchangers have been widely used in many industrial applications because of their compactness and high efficiency. Even though plate heat exchangers have been investigated extensively, studies on the effects of geometric parameters other than the chevron angle are very limited in the open literature. In this study, the effects of the chevron angle, corrugation length, corrugation depth, and the number of plates on the heat transfer and pressure drop characteristics of plate heat exchangers were investigated experimentally. Based on the experimental results, empirical correlations were proposed. More than 95% of the predictions made based on the correlations had relative deviations of less than ${\pm}10%$ when compared with the measured data.

• Journal of Korean Society of Steel Construction
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• v.12 no.4 s.47
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• pp.407-416
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• 2000

This paper presents the dynamical responses of the plate girder bridge subjected to moving load by experimental method. The upper slab of the plate girder bridges is modelled to the plate element and the girder to the beam element. The small-scaled vehicle model is manufactured as moving load and the acryl-bridge model as the plate-girder bridge. The dynamic responses of the plate-girder bridges under the moving load are obtained by the strain gauges, displacement measurements, accelerometer, and dynamic strain measurement. The maximum dynamic responses from the measured data are compared with those from the finite element method. The experimental model test can be used to obtain to the dynamic responses of the plate-girder bridges.

• Journal of the Korea institute for structural maintenance and inspection
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• v.22 no.4
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• pp.114-120
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• 2018

Recently, the plate girder bridge is offen designed a temporary bridge for underground roadway construction have not interrupt railroad operation. The integral support plate girder bridge which have longitudinal girder and cross-girder is improved workability and reduction cost and of construction time. The cross beam of the integral support plate girder bridge has a normal box shape to distribute load on the main girde to end both side girder. In this study, On the change to the web distance of the cross box shows characteristics of related to the stresses and displacements on the flange and web plate. Afterward, the various analysis contributed to the safety improvement of crossbeam of the integral support crossbeam plate girder bridge.

• Journal of the Korean Applied Science and Technology
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• v.37 no.1
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• pp.83-90
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• 2020

Plate heat exchangers(PHE) have been commercialized since the 1920s. Since then, although the basic concept of PHEs has changed little, its design and construction have progressed significantly to accommodate higher temperatures, higher pressures, and large heat exchanging capacities. The development trend of PHEs is consistent with heat plate developments with better thermal efficiency, lower pressure drop, and good flow distribution. The purpose of this paper is to introduce the main development processes of a plate cooler for medium-speed engine lubricant oil cooling in vessels which is in line with the development trend of PHEs and to provide its thermal performance data that were found out during experimental tests. The plate cooler in this study cannot measure the wall temperatures directly due to its structural characteristics, so the heat transfer coefficients were calculated using the modified Wilson Plot method. The water-to-water tests were first conducted experimentally to figure out the characteristics of heat transfer coefficients and pressure drops on the water side and then the water-to-oil tests followed to obtain the heat transfer coefficients on the oil side. The test results showed that heat transfer coefficients and pressure drops on both water and oil side increased with flow rates, and it was also found that all the development targets of the plate cooler in this study were achieved successfully.

• Journal of the Korea institute for structural maintenance and inspection
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• v.23 no.1
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• pp.94-101
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• 2019

Most of the existing rail structures have undergone a lot of aging since a considerable period of time has passed from completion. In particular, among existing railway bridges, many of the plate girder bridges are older bridges that have lived 40 to 60 years or more. Since the treadmill is directly connected to the girder without the ballast, the running load of the vehicle is directly transmitted to the bridge. Therefore, the shock and noise applied to the bridge are larger than those of the ballast bridge, and the dynamic shock and vibration are also relatively large. Therefore, it is very urgent to develop appropriate maintenance, repair and reinforcement technology for existing steel plate bridge. In this study, the authors introduced the characteristics of embedded rail (ERS) developed for improving the performance of the existing plate girder bridge and the techniques solving the vibration and noise problems. In order to evaluate the vibration and noise reduction performance of ERS, a non-ballast plate girder bridge with 5m length of sleepers installed and a plate girder bridge with ERS were fabricated. And, then, the vibration response generated under the same excitation condition was measured and analyzed. Also, the radiated noise analysis was performed using the vibration response data obtained from the experiment as the input data of the acoustic analysis model. As a result of experiments and analyses, it was confirmed that the plate girder bridge's vibration using ERS was reduced by 15.0~18.8dB and the average noise was reduced by 7.7dB(A) more than the non-ballast bridge.

• Proceedings of the Korean Nuclear Society Conference
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• 1998.05b
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• pp.169-174
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• 1998

두께는 일정하나 너비가 균일하게 변하는 판스프링들로 구성된 너비감소 판형 홀다운 스프링 집합체에 대한 탄성강성도 특성해석을 수행하였다. 국산 경수로 핵연료의 홀다운스프링 집합체와 동일한 설계공간내에 있도록 고안한 여러 종류의 너비감소 판형 홀다운 스프링 집합체 시편에 대한 탄성강성도를 해석적으로 평가하였고 특성시험을 수행하였다 또한 실제 시험 결과들을 잘 예측할 수 있도록 Euler 보 이론과 변형률 에너지법에 근거한 탄성강성도 평가방법을 보정하였다.

• Proceedings of the Korean Nuclear Society Conference
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• 1997.05b
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• pp.23-29
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• 1997

유한요소법을 이용하여 경수로형 핵연료집합체에서 냉각수 유동에 의한 수직 상승력으로부터 핵연료를 지지하는 판형 HDS의 강성도를 수치해석적으로 평가할 수 있는 방법을 제안하였다 I-DEAS code의 8 node brick element를 사용하고 판스프링들간의 간섭 부위에 접촉요소를 사용한 유한요소 모델링 및 해석기법으로 평가한 탄성강성도가 변형 에너지법에 근거하여 유도된 탄성강성도 평가식으로부터 얻은 결과와 잘 일치하고 있어서 제안된 유한요소 모델링 및 해석기법은 판형 HDS의 거동 분석에 유용하게 이용될 수 있다.

• Journal of Energy Engineering
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• v.9 no.4
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• pp.328-333
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• 2000

이 연구의 목적은 액정법을 이용하여 주름형상 판형 열 교환기에서의 내부유동과 열 전달 성능의 특성을 파악하는데 있으며 공기를 작동유체로 사용하였다. 과거에는 실험이 주로 판형 열 교환기의 입·출구에서의 열 전달 성능에만 관심이 집중되었다. 그러나 이 실험에서는 액정법을 이용하여 판형열교환기 셀 표면 위에서의 국소 누셀트수의 분포를 연구하였다. 레이놀즈수가 증가할수록 열 전달 성능은 증가하였으나 마찰계수는 감소하였다. 주름각이 증가할수록 열 전달 성능과 마찰계수는 모두 증가하였다. 국소 누셀트수 분포로부터 열 전달이 잘 일어나는 부분은 주름을 타고 넘어 들어온 두 유동이 만나는 곳이며 또한, 셀의 가운데 부분은 셀의 수직단면적이 커서 셀 표면과 유동의 접촉이 약하므로 작은 누셀트수를 가지는 것을 알 수 있다.

• Journal of Power System Engineering
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• v.13 no.5
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• pp.5-10
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• 2009

본 연구에서는 판형열교환기를 적용한 청수제조장치의 성능에 대하여 연구를 수행하였다. 판형열교환기는 자체의 높은 열전달 성능과 컴펙트한 장점으로 하여 산업에서 점차 널리 사용되고 있다. 또한 사용, 유지보수가 다른 종류의 열교환기에 비하여 편리하여 유연성 있게 사용할 수 있다. 본 실험에서는 세브론 각도가 60도인 전열판을 사용하였으며 이젝터의 작동으로 열교환기를 장착하고 있는 탱크내부에 진공압력을 유지함으로서 내부유체가 $51^{\circ}C{\sim}57^{\circ}C$에서 증발현상이 발생하는 것을 확인하였다. 또한 수치해석적 방법을 통하여 복잡하며 좁은 세브론전열판으로 이루어진 유로내의 유동특성을 파악할 수 있었다.