• 한국해양환경ㆍ에너지학회지
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• 제10권4호
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• pp.218-226
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• 2007

본 연구는 생존성 측면에서 잠수함의 내충격 설계시 고려해야 하는 수중폭발 충격응답해석 기법에 관하여 고찰하였다. 생존성을 고려하는 것은 현대의 모든 함정설계에 필수요건이며, 특히 잠수함의 수중폭발에 대한 내충격 설계는 반드시 고려되어야 할 사항이다. 기존의 수중함에 대한 내충격 설계는 가정된 이론에 의한 충격가속도를 정적해석의 결과를 통하여 단순하게 적용하였으나 본 연구에서는 직접해석법에 수중폭발 충격응답해석을 수행함으로써 기존의 방법보다 매우 합리적이고 신뢰성 높은 결과를 제시하였다. 특히 본 연구에서는 직접해석법 중에서 기존 수상함에서 널리 사용하고 있는 LS-DYNA/USA code일 적용보다 LS-DYNA code만으로 사용자가 보다 손쉽게 접근할 수 있는 ALE기법을 이용하여 잠수함 액화산소탱크를 대상으로 수중폭발해석 방식을 제안하고자 하였다.

• Journal of Biosystems Engineering
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• 제25권4호
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• pp.279-286
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• 2000

Most of the domestic cold storage rooms are inefficient for agricultural products because of temperature gradients inside the storage rooms. Temperature gradients are developed mainly by improper airflow pattern inside the storage room, which is a main cause of the spoilage of the agricultural products. There proper airflow pattern is essential to minimize these temperature gradients and the spoilage. The performance and characteristics of a cold storage room were determined as a function of airflow pattern and temperature distribution in forced circulation cold storage room. A commercial CFD(computational fluid dynamics) code was used to simulate 3-D airflow in the cold storage room. Solving the flow equations for the storage room, a standard k-$\varepsilon$ turbulent model was implemented to calculate steady state turbulent velocity distribution. The CFD prediction results were compared with temperature measurements inside the cold storage room. In case of pallet storage, Temperature gradients inside pallet storage was reduced because the contact area of cold air expanded through an alley of airflow in storage. But is case of bulk storage, the last temperature of storage considerably rose more than the initial temperature of storage. The reason was that bulk storage didn't include any alley of airflow in storage.

• 한국자동차공학회논문집
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• 제14권5호
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• pp.65-72
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• 2006

In new generation vehicle technologies, a fuel cell vehicle becomes more important, by virtue of their emission merits. In addition, a fuel cell is considered as a major source to generate the electricity for vehicles in near future. This paper focuses on modeling of not only an electric vehicle and but also a fuel cell vehicle to estimate performances. And an EV cart is manufactured to verify the modeling. Speed, voltage, and current of the vehicle and modeling are compared to estimate them at acceleration test and driving mode test. The estimations are also compared with the data of the Ballard Nexa fuel cell stack. In order to investigate a fuel cell based vehicle, motor and fuel cell models are integrated in a electric vehicle model. The characteristics of individual components are also integrated. Calculated fuel cell equations show good agreements with test results. In the fuel cell vehicle simulation, maximum speed and hydrogen fuel consumption are estimated. Even though there is no experimental data from vehicle tests, the vehicle simulation showed physically-acceptable vehicle characteristics.

• 한국정보과학회논문지:소프트웨어및응용
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• 제31권2호
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• pp.245-254
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• 2004

이 논문은 카메라가 연속적으로 움직일 때 그 카메라로부터 얻은 동영상을 분석하여 카메라의 움직임에 대한 정보와 영상내의 구조물의 삼차원 정보를 계산하는 알고리듬에 대한 것이다. 일반적으로 불 연속한 위치에서 얻은 영상의 집합으로부터 삼차원정보 및 카메라 정보를 얻는 경우에는 카메라의 움직임에 대한 제약조건이 필요 없지만, 비디오 카메라를 이용하여 동영상을 취득하는 경우에는 항상 카메라의 움직임이 부드러워야 한다는 조건이 따라 붙는다. 따라서, 이 논문에서는 ‘부드러운 움직임을 가지는 카메라’라는 제약조건을 포함하는 카메라 및 삼차원정보의 최적화 과정에 대하여 연구하였다. 목적하는 바를 얻기 위하여 Expectation-Maximization 방법을 사용하여 카메라의 움직임에 대한 모델 파라메터를 동시에 추정하였는데, 이를 위하여 Extended Kalman Filter 와 Extended Kalman Smoother를 적용하였다. 이 연구는 길이가 긴 비디오 영상열의 비젼 해석에 기본이 된다. 실제 영상을 이용하여 실험한 결과를 보였다.

• 한국재료학회지
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• 제11권2호
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• pp.82-87
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• 2001

Ti-6Al-2Sn-4Zr-6Mo(Ti6246) 합금의 고온 변형거동을 조사하기 위하여 $\alpha$+$\beta$ 영역 및 $\beta$영역의 온도에서 $10^0s^{-1}$에서 $10^{-3}s^{-1}$의 변형속도로 압축시험을 수행하였다. 유동응력은 변형속도가 증가하고 시험 온도가 감소함에 따라 증가하였다 90$0^{\circ}C$ 이하에서 시험한 결과로부터 얻어진 유동곡선은 가공연화 현상을 나타내었으나, 이 합금의$\beta$영역인 95$0^{\circ}C$ 이상에서는 유동응력이 지속적으로 증가하다가 정상 상태를 나타냈다. 압축시험 결과로부터 얻은 유동곡선 분석을 통하여 유동응력의 변형량, 변형속도 및 온도에 대한 관계로부터 이 합금에 대한 구성방정식을 구하였다.

• Earthquakes and Structures
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• 제13권4호
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• pp.353-363
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• 2017

The present study considers a multi-span continuous bridge, isolated by lead rubber bearing (LRB). Dynamic soilstructure interaction (SSI) is modelled with the help of a simplified, sway-rocking model for different types of soil. It is well understood from the literature that SSI influences the structural responses and the isolator performance. However, the abovementioned effect of SSI also depends on the earthquake ground motion properties. It is very important to understand how the interaction between soil and structure varies with the earthquake ground motion characteristics but, as far as the knowledge of the authors go, no study has been carried out to investigate this effect. Therefore, the objectives of the present study are to investigate the influence of earthquake ground motion characteristics on: (a) the responses of a multi span bridge (isolated and non-isolated), (b) the performance of the isolator and, most importantly, (c) the soil-structure interaction. Statistical analyses are conducted by considering 14 earthquakes which are selected in such a way that they can be categorized into three frequency content groups according to their peak ground acceleration to peak ground velocity (PGA/PGV) ratio. Lumped mass model of the bridge is developed and time history analyses are carried out by solving the governing equations of motion in the state space form. The performance of the isolator is studied by comparing the responses of the bridge with those of the corresponding uncontrolled bridge (i.e., non-isolated bridge). On studying the effect of earthquake motions, it is observed that the earthquake ground motion characteristics affect the interaction between soil and structure in such a way that the responses decrease with increase in frequency content of the earthquake for all the types of soil considered. The reverse phenomenon is observed in case of the isolator performance where the control efficiencies increase with frequency content of earthquake.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2019년도 학술발표회
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• pp.147-147
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• 2019

The Numerical Weather Prediction (NWP) models determine the future state of the weather by forcing current weather conditions into the atmospheric models. The NWP models approximate mathematically the physical dynamics by nonlinear differential equations; however these approximations include uncertainties. The errors of the NWP estimations can be related to the initial and boundary conditions and model parameterization. Development in the meteorological forecast models did not solve the issues related to the inevitable biases. In spite of the efforts to incorporate all sources of uncertainty into the forecast, and regardless of the methodologies applied to generate the forecast ensembles, they are still subject to errors and systematic biases. The statistical post-processing increases the accuracy of the forecast data by decreasing the errors. Error prediction of the NWP models which is updating the NWP model outputs or model output statistics is one of the ways to improve the model forecast. The regression methods (including linear, polynomial and scaling regression) are applied to the present study to improve the real time forecast skill. Such post-processing consists of two main steps. Firstly, regression is built between forecast and measurement, available during a certain training period, and secondly, the regression is applied to new forecasts. In this study, the WRF real-time forecast data, in comparison with the observed data, had systematic biases; the errors related to the NWP model forecasts were reflected in the underestimation of the meteorological data forecast by the WRF model. The promising results will indicate that the post-processing techniques applied in this study improved the meteorological forecast data provided by WRF model. A comparison between various bias correction methods will show the strength and weakness of the each methods.

• Advances in concrete construction
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• 제7권2호
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• pp.117-126
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• 2019

When designing reinforced concrete (RC) members, the rebar is assumed to resist all tensile forces, but the resistance of the concrete in the tension area is neglected. However, concrete can also resist tensile forces and increase the tensile stiffness of RC members, which is called the tension stiffening effect (TSE). Therefore, this study assessed the TSE, particularly after yielding of the steel bars and the effects of the steel ratio on the TSE. For this purpose, RC member specimens with steel ratios of 2.87%, 0.99%, and 0.59% were fabricated for uniaxial tensile tests. A vision-based non-contact measurement system was used to measure the behavior of the specimens. The cracks on the specimen at the stabilized cracking stage and the fracture stage were measured with the image analysis method. The results show that the number of cracks increases as the steel ratio increases. The reductions of the limit state and fracture strains were dependent on the ratio of the rebar. As the steel ratio decreased, the strain after yielding of the RC members significantly decreased. Therefore, the overall ductility of the RC member is reduced with decreasing steel ratio. The yielding plateau and ultimate load of the RC members obtained from the proposed equations showed very good agreement with those of the experiments. Finally, the image analysis method was possible to allow flexibility in expand the measurement points and targets to determine the strains and crack widths of the specimens.

• 한국항행학회논문지
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• 제22권6호
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• pp.630-635
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• 2018

본 논문에서는 시변 지연이 있는 선형 이산 시스템에 비구조화된 불확실성이 존재하는 경우에 대하여 시스템의 안정성을 다룬다. 고려된 시스템은 지연 없는 상태변수와 지연 상태 변수에 대한 시스템 행렬들은 시불변이나 지연시간이 구간범위에서 시변으로 변동하고, 크기에 대한 정보만을 얻을 수 있는 비구조화된 비선형 불확실성이 있는 시스템이다. 기존의 많은 결과들은 시변지연과 비구조화된 불확실성을 동시에 고려하지 못하고 한 가지 요소만 고려하여 연구되었다. 본 논문에서는 이 두 가지 요소를 모두 고려하여 새로운 안정조건을 도출하였고, 한 가지 요소만 고려한 기존 연구 결과와 비교하였다. 새로운 안정조건은 기존의 결과를 포함하는 매우 효과적인 수식으로 제안되며, 이는 복잡한 선형행렬부등식 혹은 리아프노프 방정식 등과 같은 복잡한 수치계산을 요구하지 않는 간단한 부등식이다. 수치예제를 통하여 제안된 안정조건이 기존의 결과들을 포함할 수 있음을 보이고 확장성과 효용성이 우수함을 확인한다.

• 대한조선학회논문집
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• 제56권4호
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• pp.298-307
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• 2019

The evolution of the cavity and the variation of the drag for an underwater body with control fins are investigated through a numerical analysis of the steady cavitating turbulent flow. The continuity and the steady-state RANS equations are numerically solved using a mixture fluid model for calculating the multiphase turbulent flow of air, water and vapor together with the SST $k-{\omega}$ turbulence model. The method of volume of fluid is applied by the use of the Sauer's cavitation model. Numerical solutions have been obtained for the cavity flow about an underwater body shaped like the Russian high-speed torpedo, Shkval. Results are presented for the cavity shape and the drag of the body under the influence of the gravity and the free surface. The evolution of the cavity with the body speed is discussed and the calculated cavity shapes are compared with the photographs of the cavity taken from an underwater launch experiment. Also the variation of the drag for a wide range of the body speed is investigated and analyzed in details.