• Proceedings of the Korean Information Science Society Conference
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• 1998.10a
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• pp.530-532
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• 1998

본 연구에서는 안전한 네이밍 서비스를 제공하는 기존 Secure DNS를 확장시켜 GUI방식의 관리자 인터페이스를 설계하였다. 따라서 시스템 설정에 대한 configuration과 보안관련 도구의 핵심이라 할 수 있는 로그의 관리가 용이해 졌다. 또한 관리자 인터페이스에 의해 각각의 자원 레코드에 대한 자동적인 삽입, 삭제가 가능하며, 암호화 알고리즘의 추가를 interactive하게 처리한다. 그밖에 기존 Secure DNS에서는 새로운 암호와 알고리즘을 추가할 때마다 재 컴파일 해야하는 단점이 있다. 이를 해결하기 위해 'Dynamic link interface'를 설계하였다. 이는 암호화 알고리즘의 입출력 표준을 정하고 이를 단일한 시스템 API로 구성하여 Secure DNS가 초기화 될 때 동적 라이브러리를 사용하여 각각의 암호화 알고리즘을 메모리에 적재하는 방식을 택한다. 그 밖에 Secure DNS를 이용하여 제공할 수 있는 응용방안으로 개인의 공개키 분배서비스와 X.509 체계를 이용한 인증서를 제공하는 서비스를 제안한다. 따라서 본 연구에서는 인터넷의 기본 인프라스트럭쳐인 DNS를 최대한 활용할 수 있는 여러 가지 방안과 그 해결책을 제시한다.

• Proceedings of the Korean Society For Composite Materials Conference
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• 2002.10a
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• pp.170-174
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• 2002

In this study, the material characterization and the dynamic behavior of 3D orthogonal woven composite materials has been studied under transverse central low-velocity impact condition by means of the micromechanical model using finite elements. To build up the micromechanical model considering tow spacing and waviness, an accurate unit structure is stacked in x-y-z direction repeatedly. First, the mechanical properties of 3D orthogonal woven composites are obtained by means of virtual experiment using full scale Finite Element Analysis based on the DNS concepts, and the computed elastic properties are validated by comparison to available experimental results[9]. Second, using the implementation of this validated micromechanical model, 3D transient finite-element analysis is performed considering contact and impact, and the impact behavior of 3D orthogonal woven composite is investigated. A comparison study will be carried out in terms of energy absorption capabilities.

• Proceedings of the Korean Society For Composite Materials Conference
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• 2005.11a
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• pp.53-56
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• 2005

In this study, the material characterization and the dynamic behavior of 3D orthogonal woven composite materials has been studied under transverse central low-velocity impact condition by means of the micromechanical model using finite elements. To build up the micromechanical model considering tow spacing and waviness, an accurate unit structure is stacked in x-y-z direction repeatedly. First, the mechanical properties of 3D orthogonal woven composites arc obtained by means of virtual experiment using full scale Finite Element Analysis based on the DNS concepts, and the computed elastic properties arc validated by comparison to available experimental results. Second, using the implementation of this validated micromechanical model, 3D transient finite-clement analysis is performed considering contact and impact, and the impact behavior of 3D orthogonal woven composite is investigated. A comparison study with the homogenized model will be carried out in terms of global and local behaviors.

• Nuclear Engineering and Technology
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• v.41 no.7
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• pp.893-906
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• 2009

The present work presents the development of a Large Eddy Simulation (LES) methodology viable for complex geometries and suitable for the simulation of rod-bundles. The use of LES and Direct Numerical Simulation (DNS) allows for a deeper analysis of the flow field and the use of stochastical tools in order to obtain additional insight into rod-bundle hydrodynamics. Moreover, traditional steady-state CFD simulations fail to accurately predict distributions of velocity and temperature in rod-bundles when the pitch (P) to diameter (D) ratio P/D is smaller than 1.1 for triangular lattices of cylindrical pins. This deficiency is considered to be due to the failure to predict large-scale coherent structures in the region of the gap. The main features of the code include multi-block capability and the use of the fractional step algorithm. As a Sub-Grid-Scale (SGS) model, a Dynamic Smagorinsky model has been used. The code has been tested on plane channel flow and the flow in annular ducts. The results are in excellent agreement with experiments and previous calculations.

• Proceedings of the Korean Information Science Society Conference
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• 2007.10b
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• pp.350-354
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• 2007

인터넷 사용에 따른 수많은 정보의 요청을 처리하기 위해 웹 서버 클러스터 기법에 대한 많은 연구가 진행되어 왔다. 웹 서버 클러스터 기법은 사용자들의 많은 요청을 하나의 서버에서 처리하지 않고 다수의 서버가 처리한다. 따라서 클러스터를 구성하는 다수의 서버가 클라이언트의 요청을 적절하게 분배하여, 웹 서버가 응답해야 할 부하를 분담해야 한다. 특히 금융 웹 서비스와 같은 특정 시간에 부하가 집중되는 환경에서 최소한의 클라이언트의 요청에 대한 서비스를 제공해야 한다. 이번 연구에서 DNS 기반 부하 분산 기법 및 디스패쳐 기반 부하 분산 기법을 이용한 경험적 동적 부한 분산 기법 적용을 통해 각 기법의 약점을 줄이고 부하가 급격히 증가한 시점에 전체 시스템의 성능을 떨어뜨리지 않는 기법에 대하여 논한다. 혼합 기법을 사용하기 위해 웹서버 및 디스패처의 부하 정보를 수집하고 실험을 통해 얻은 한계치를 결정한다. 그리고 이 한계치를 이용하여 부하 분산 기법을 변경함으로써 최소한의 서비스를 제공할 수 있다. 실험을 통해 제시된 부하 분산 기법이 높은 부하 상태를 보이는 시점에서 최소한의 서비스를 사용자에게 제공하여 최악의 경우를 막을 수 있음을 보인다.

• The Bulletin of The Korean Astronomical Society
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• v.46 no.2
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• pp.79.2-79.2
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• 2021

We explore the range of possibilities of temperatures, heated temperature, and Kappa values of a current sheet observation on 2017 September 10. First, we construct a grid model with rapid heating (T_heat) and various Kappa (κ) values. We assume a simple density model and use adiabatic cooling to set the temperature during expansion. Next, we calculate the ion fractions using a time-dependent ionization model with adiabatic cooling and various Kappa values. The calculated ion fractions are used to simulate the DNs of the Atmospheric Imaging Assembly on board the Solar Dynamic Observatory. Then, we explore the possible range of the temperatures and Kappa values, comparing the simulated images with the observations. Finally, we discuss the range of the heated temperature and Kappa values and whether the result of this study suggests continuous heating of the current sheet plasma during the expansion.

• Journal of Ocean Engineering and Technology
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• v.19 no.6 s.67
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• pp.35-43
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• 2005

Recently, various-shaped coastal structures have been studied and developed. Among them, the submerged breakwater became generally known as a more effective structure than other structures, bemuse it not only serves its original function, but also has the ability to preserve the coastal environment. Most previous investigations have been focused on the wave deformation and energy dissipation due to submerged breakwater, but less interest was given to their internal properties and dynamic behavior of the seabed foundation under wave loadings. In this study, a direct numerical simulation (DNS) is newly proposed to study the dynamic interaction between a permeable submerged breakwater aver a sand seabed and nonlinear waves, including wave breaking. The accuracy of the model is checked by comparing the numerical solution with the existing experimental data related to wave $\cdot$ permeable submerged breakwater $\cdot$ seabed interaction, and showed fairly nice agreement between them. From the numerical results, based on the newly proposed numerical model, the properties of the wave-induced pore water pressure and the flow in the seabed foundation are studied. In relation to their internal properties, the stability oj the permeable submerged breakwater is discussed.

• Journal of the Society of Naval Architects of Korea
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• v.59 no.3
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• pp.141-148
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• 2022

A hybrid turbulence model has developed by combining a sub-grid scale model using dynamic k equation in LES with k-𝜔 SST model of RANS equation. To ascertain potential applicability of the hybrid turbulence model, fully developed turbulent channel flows at Re_𝜏=180 have been simulated of which computational domain has a top wall with coarse cells and a bottom wall with fine cells. The streamwise mean velocity and turbulent intensity profiles showed a good agreement with DNS data when using the hybrid model rather than using a single model in k-𝜔 SST or dynamic k equation models. Computational simulations of turbulent flows around KVLCC2 with a pre-swirl duct have been mainly performed using the hybrid turbulence model. Compared to the results obtained from RANS simulation with k-𝜔 SST model as well as LES with dynamic k equation SGS model, turbulent wakes of the duct in the present simulation using the hybrid turbulence model were very similar to that of LES. Also, the resistances acting on hull, rudder and duct in hybrid turbulence model were similar to those in RANS simulation whereas the viscous forces acting on the hull in LES had a significant error due to coarse cells inappropriate to the sub-grid scale model.

• Composites Research
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• v.18 no.5
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• pp.15-20
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• 2005

In this paper, damage induced acoustic emission in the composite plate in numerically simulated by using the three dimensional finite element method and explicit time integration. Acoustic source is modeled by equivalent volume source. To verify the proposed method, dynamic displacements due to the elastic wave are compared with the experiment when the fiber is broken in the single fiber embedded isotropic plate. For the laminated composite plates, the results are compared between homogenized model and DNS approach which models fibers and matrix separately. To capture high frequencies in the elastic wave, small time step size and a large number of meshes are required. The parallel computing technology is introduced to solve a large scale problem efficiently.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.27 no.5
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• pp.655-667
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• 2003

Turbulent flow over a fully-developed wavy channel is investigated by the nonlinear $k-\varepsilon-f_\mu$ model of Park et al.⁽¹⁾ The Reynolds number is fixed at $Re_{b}$ = 6760 through all wave amplitudes and the wave configuration is varied in the range of $0\leq\alpha/\lambda\leq0.15$ and $0.25\leq{\lambda}/H\leq4.0$. The predicted results for wavy channel are validated by comparing with the DNS data of Maa$\beta$ and Schumann⁽²⁾ The model performance Is shown to be generally satisfactory. As the wave amplitude increases, it is found that the form drag grows linearly and the friction drag is overwhelmed by the form drag. In order to verify these characteristics, a large eddy simulation is performed for four cases. The dynamic model of Germane et al.⁽³⁾ is adopted. Finally, the effects of wavy amplitude on separated shear layer are scrutinized.