• 한국안전학회지
• /
• 제25권3호
• /
• pp.22-27
• /
• 2010

A prediction performance of Fire Dynamics Simulator(FDS) developed by NIST for the diffusion flame structure was validated with experimental results of a laminar slot jet diffusion flame. Two mixture fraction combustion models and two finite chemistry combustion models were used in the FDS simulation for the validation of the jet diffusion flame structure. In order to enhance the prediction performance of flame structure, DNS and radiation model was applied to the simulation. The reaction rates of the finite chemistry combustion models were appropriately adjusted to the diffusion flame. The mixture fraction combustion model predicted the diffusion flame structure reasonably. A 1-step finite chemistry combustion model cannot predict the flame structure well, but the simulation results of a 2-step model were in good agreement with those of experiment except $CO_2$ concentration. It was identified that the 2-step model can be used in the investigation of flame suppression limit with further adjustment of reaction rates

• 한국전산유체공학회:학술대회논문집
• /
• 한국전산유체공학회 2006년도 PARALLEL CFD 2006
• /
• pp.219-222
• /
• 2006

• 한국정밀공학회지
• /
• 제16권7호
• /
• pp.132-143
• /
• 1999

In this study, an intermediate model is presented as a new method for development of a parametric simulation program. This model enables us to analyze effectively the static and dynamic structure of a real production system. The static structure of the real system can be modelled in an entity-relationship diagram and the dynamic structure of the real system in a Petri net. The intermediate model consists of an entity-relationship diagram and a Petri net. Using this intermediate model man can not only reduce the time and cost for simulation program development, but also increase the modelling reliability of the developed simulation program. To show the usefulness of this intermediate model. the intermediate models for two production subsystems, manufacturing sub-system and transport subsystem, are set up.

• 한국시뮬레이션학회논문지
• /
• 제26권2호
• /
• pp.19-29
• /
• 2017

System Entity Structure/Model Base (SES/MB) 프레임워크는 하나의 시스템이 가지는 모든 대안들을 총체적으로 표현하는 다측면적인 시스템 모델링 방법이다. 이는 모델들의 재사용성을 향상시키고, 단일 시스템의 구조를 효과적으로 관리할 수 있다. 하지만 실세계는 단일 시스템으로만 이루어진 것이 아니라, 개별적인 시스템들의 집합체인 복합 시스템으로 이루어진 경우가 많다. SES/MB는 분산 환경에서 복합 시스템의 시뮬레이션 하는데 한계가 있기 때문에, 복합 시스템을 위한 확장된 방법이 필요하다. 본 논문은 분산 환경에서 시뮬레이터들 간의 시뮬레이션을 위한 System of Systems Entity Structure/Federate Base (SoSES/FB)를 제안한다. 제안하는 방법은 국제 연동 표준인 HLA/RTI에 기반하며, 시뮬레이터 집합의 구조를 표현하는 System of Systems Entity Structure (SoSES) 형식론과 시뮬레이터들의 라이브러리(FB)를 포함하는 환경을 제공한다. 또한 제안된 SoSES/FB를 분산 시뮬레이션 개발 과정에 적용한 방법론을 제안한다. 본 논문은 제안하는 방법을 다섯 개의 독립적인 시뮬레이터들로 구성되어 있는 대공방어 시뮬레이션에 적용한 사례를 소개한다.

• 전기전자학회논문지
• /
• 제26권1호
• /
• pp.119-123
• /
• 2022

본 논문은 추가 기생 바이폴라 BJT로 인해 높은 홀딩전압을 갖는 ESD 보호소자에 Self-Biasing 구조를 추가하여 12V 급 어플리케이션에 적합한 새로운 ESD 보호소자를 제안한다. 제안된 소자의 동작원리와 전기적 특성 검증을 위해 Synopsys사의 TCAD Simulation을 사용하여 current density simulation과 HBM simulation을 수행하였고 추가된 Self-Biasing 구조 동작을 확인하였다. Simulation 결과 제안된 ESD 보호소자는 기존의 ESD 보호소자와 비교하여 높은 수준의 홀딩전압을 갖는 것을 확인하였고 이는 듀얼구조로 인한 높은 면적효율과 12V급 어플리케이션에서 충분한 래치업 면역 특성을 가질 것으로 기대된다.

• 한국전산유체공학회:학술대회논문집
• /
• 한국전산유체공학회 2008년도 춘계학술대회논문집
• /
• pp.510-513
• /
• 2008

The traditional computational fluid or structure dynamics analysis approaches have contributed to solve many delicate engineering problems. But for the most of recent engineering problems which are influenced by fluid-structure interaction effect strongly, traditional individual approaches have limited analysis abilities for the exact simulation. Owing to above-mentioned reason, nowadays fluid-structure interaction analysis has become a matter of concern and interest. FSI analysis require several unprecedented techniques for the combining individual analysis tool into integrated analysis tool. The Arbitrary Lagrangian-Eulerian(ALE, in short) method is the new description of continum motion,which combines the advantages of the classical kinematical descriptions, i.e. Lagrangian and Eulerian description, while minimizing their respective drawbacks. In this paper, the ALE description is adapted to simulate fluid-structure interaction problems. An automatic re-mesh algorithm and a fluid-structure coupling process are included to analyze the interaction and moving motion during the 2-D axisymmetric solid rocket interior FSI phenomena simulation.

• Interaction and multiscale mechanics
• /
• 제5권2호
• /
• pp.145-155
• /
• 2012

The thin-plate structure and the box-beam structure are two typical welded structures in railway vehicles. Because of their structure complexity, bigger size and multi-seams, welding residual distortion which occur in welding process bring unfavorable effect on the quality of welding products manufacturing and service. As a result, welding distortion forecasting and control become an important and urgent research topic in railway vehicles. In this paper, three different numerical methods are presented corresponding to three typical types of welded structures of railway vehicles and welding deformation are simulated. Consistence of numerical results and experimental data proves the correctness of models and feasibility of simulation methods.

• Ocean Systems Engineering
• /
• 제9권3호
• /
• pp.241-259
• /
• 2019

This paper presents a fully three-dimensional numerical approach for analyzing deepwater drilling riser-conductor system vortex-induced vibrations (VIV) including nonlinear soil-structure interactions (SSI). The drilling riser-conductor system is modeled as a tensioned beam with linearly distributed tension and is solved by a fully implicit discretization scheme. The fluid field around the riser-conductor system is obtained by Finite-Analytic Navier-Stokes (FANS) code, which numerically solves the unsteady Navier-Stokes equations. The SSI is considered by modeling the lateral soil resistance force according to nonlinear p-y curves. Overset grid method is adopted to mesh the fluid domain. A partitioned fluid-structure interaction (FSI) method is achieved by communication between the fluid solver and riser motion solver. A riser-conductor system VIV simulation without SSI is firstly presented and served as a benchmark case for the subsequent simulations. Two SSI models based on a nonlinear p-y curve are then applied to the VIV simulations. Also, the effects of two key soil properties on the VIV simulations of riser-conductor systems are studied.

• 한국시뮬레이션학회논문지
• /
• 제3권2호
• /
• pp.1-13
• /
• 1994

Deep reasoning procedures are model-based, inferring single or multiple causes and/or timing relations from the knowledge of behavior of component models and their causal structure. The overall goal of this paper is to develop an automated deep reasoning methodology that exploits deep knowledge of structure and behavior of a system. We have proceeded by building a software environment that uses such knowledge to reason from advanced symbolic simulation techniques introduced by Chi and Zeigler. Such reasoning system has been implemented and tested on several examples in the domain of performance evaluation, and event-based control.

• International Journal of Concrete Structures and Materials
• /
• 제10권3호
• /
• pp.307-323
• /
• 2016

The nonlinear behaviors of recycled aggregate concrete (RAC) frame structure are investigated by numerical simulation method with 3-D finite fiber elements. The dynamic characteristics and the seismic performance of the RAC frame structure are analyzed and validated with the shaking table test results. Specifically, the natural frequency and the typical responses (e.g., storey deformation, capacity curve, etc.) from Model 1 (exclusion of strain rate effect) and Model 2 (inclusion of strain rate effect) are analyzed and compared. It is revealed that Model 2 is more likely to provide a better match between the numerical simulation and the shaking table test as key attributes of seismic behaviors of the frame structure are captured by this model. For the purpose to examine how seismic behaviors of the RAC frame structure vary under different strain rates in a real seismic situation, a numerical simulation is performed by varying the strain rate. The storey displacement response and the base shear for the RAC frame structure under different strain rates are investigated and analyzed. It is implied that the structural behavior of the RAC frame structure is significantly influenced by the strain rate effect. On one hand, the storey displacements vary slightly in the trend of decreasing with the increasing strain rate. On the other hand, the base shear of the RAC frame structure under dynamic loading conditions increases with gradually increasing amplitude of the strain rate.