• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.195-196
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• 2009

This study analyzed internal temperature of tunnel structure by standard time-temperature curves. Numerical analysis applied hydro carbon, hydro carbon modified, RABT, RWS time-temperature curves.

• Journal of the Korean Institute of Gas
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• v.22 no.1
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• pp.1-8
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• 2018

FCV is installed with a automatic valve attached in an high pressure cylinder to control the hydrogen flow. The supply of hydrogen from the cylinder into the fuel cell stack is controlled via the on/off operation of a solenoid attached to the automatic valve. The solenoid needs to provide the necessary attraction force even at any saturation temperature caused by drive of the vehicle. In this study, the simplified prediction equations for the saturation temperature are suggested. The finite element analysis was performed by steady state technique, according to the boundary condition in order to predict the saturation temperature and attraction force. Finally, the saturation temperature was validated through comparison between the analysis results and measurement results. From the results, the measured saturation temperature $5.9^{\circ}C$ lower with respect to the analysis results. And the error of attraction force ranged from 1.0 to 2.1 N at testing conditions.

• Aerospace Engineering and Technology
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• v.3 no.2
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• pp.42-49
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• 2004

Analytical solutions are developed to predict temperature of a satellite box during launch stage under the assumption of worst hot condition. The considered time period is from fairing jettison to separation of satellite during launch stage. After fairing jettison, a box mounted on outer surface of satellite are exposed to space environments such as direct solar flux, Earth IR, Albedo, and free molecular heating. The thermal governing equation is simplified to 1st order ordinary differential equation such that analytic solutions are acquired after the box is assumed as a single lumped mass. The analytical solutions are also available for mass varying box. Finally, the practical application is performed for the case of STSAT-1 launch scenario.

• Journal of the Korea Concrete Institute
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• v.19 no.3
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• pp.283-292
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• 2007

A research projects is currently being conducted to develop a nonlinear finite element analysis methods for predicting the structural behavior of reinforced concrete frame structures, exposed to fire. As part of this, reinforced concrete frames subjected to fire loads were analyzed using the nonlinear finite-element program DIANA. Two numerical steps are incorporated in this program. The first step carries out the nonlinear transient heat flow analysis associated with fire and the second step predicts the structural behavior of reinforced concrete frames subjected to the thermal histories predicted by first step. The complex features of structural behavior in fire conditions, such as thermal expansion, plasticity, cracking or crushing, and material properties changing with temperature are considered. A concrete material model based on nonlinear fracture mechanics to take cracking into account and plasticity models for concrete in compression and reinforcement steel were used. The material and analytical models developed in this paper are verified against the experimental data on simple reinforced concrete beams. The changes in thermal parameters are discussed from the point of view of changes of structure and chemical composition due to the high temperature exposure. Although, this study considers codes standard fire for reinforced concrete frame, any other time-temperature relationship can be easily incorporated.

• 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.

• Journal of the Institute of Electronics Engineers of Korea SD
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• v.40 no.5
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• pp.290-297
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• 2003

Analytical Expressions of temperature dependent breakdown voltage and on-resistance for silicon power MOSFETs are induced by employing the temperature dependent effective ionization coefficient extracted from temperature dependent ionization coefficients for electron and hole, and electron mobility in silicon. The analytical results for temperature dependent breakdown voltage are compared with experimental results for tile doping concentration, 4x10$^{14}$ cm$^{-3}$ , 1x10$^{15}$ cm$^{-3}$ , 6x10$^{16}$ cm$^{-3}$ respectively. The variations of temperature dependent on-resistance and breakdown voltage dependent ideal specific on-resistance are also compared with the ones reported previously. Good fits with the experimental results ate found for the breakdown voltages within 10% in error for the temperature in the range of 77~300K at each doping concentration.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.6A
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• pp.881-891
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• 2008

The purpose of the present study is to investigate the influence of seasonal temperature variation on the thermal stresses in roller compacted concrete dam(RCD) structures. Using the finite element code, DIANA performs 2-D transient temperature and resultant stress analysis for RCD. Time variability of the mesh geometry is considered in order to simulate successive phases of the structure's construction. The main analysis variables are construction sequence, concrete temperature and ambient temperature. The results show principal tensile stress of hot-weathering concrete is higher than that of cold-weathering concrete. In some case the index of thermal cracking excesses 1.0, RCD also needs thermal management on placing temperature according to weather condition.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.20 no.4
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• pp.477-483
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• 2007

In this study, the numerical fire analysis for temperature distribution and spalling behavior of underground concrete box structures that contained lifelines, such as power cables and communication cables. The temperature field of inner space was assumed based on the fire curve with the thermal gradient obtained from CFD analysis. It was assumed that the spalling behaviors of concrete are occurred when the concrete temperature reached the threshold, as dehydration degree. In this case, the elements correspond to spalling parts were removed and the analysis model were updated. Three fire scenarios were analyzed and the results were showed adequate spalling behavior. The bearing capacities of the box structures would be estimated in the companion paper.

• Journal of Korean Society of Steel Construction
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• v.12 no.6
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• pp.727-736
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• 2000

The present study investigates the influences of vehicle induced loads on the thermal buckling behavior of straight and curved continuous welded rail (CWR) tracks. Quasi-static loads model is assumed to determine the uplift region, which occurs due to the vertical track deflection induced by wheel loads of vehicle. The lateral loads of vehicle induced by weight, the speed, the superelevation and curvature of track, and other dynamic vehicle track interaction, are included in the ratio of lateral to vertical vehicle load. Parametric numerical analyses are perfomed to calculate the upper and lower critical buckling temperatures of CWR tracks, and the comparison between the results of this work and the previous results without vehicle is also included.

• Magazine of the Korea Concrete Institute
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• v.9 no.5
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• pp.217-224
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• 1997

매스콘크리트의 타설시 온도이력을 정확히 예측하기 위해서는 재령별로 민감하게 변하는 시공 및 주변 환경요인을 엄밀히 반영하여 온도이력을 합리적으로 해석하는 것이 필요하다. 본 연구에서는 시공시에 발생되는 주변환경조건을 고려한 상태에서 온도이력을 해석할 수 있도록 개발된 해석프로그램을 이용하여 주변환경조건에 대한 수치실험을 수행하고자 한다. 수치실험의 목적은 매스콘크리트 타설시 각종 인자가 매스콘크리트의 온도이력에 미치는 영향정도를 정량적으로 파악하여 실제 매스콘크리트의 설계 및 시공시 사전에 콘크리트의 온도이력을 예측하여 효율적으로 관리하는데 있다. 수치실험을 수행한 결과주어진 구조물의 설계조건에 부가하여 타설시기, 타설온도,거푸집조건 및 제거시기, 양생 및 개기온도 등의 시공시 주변환경조건의 영향이 대단히 민감하게 작용하는 것으로 나타났다.