• Title/Summary/Keyword: 연계 거동

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Analysis of the initial absorbing behavior of Li ion battery (리튬이온 전지의 초기 흡착 거동 해석)

  • Jung, Cheol-Soo;Lee, Do-Weon
    • Journal of the Korean Vacuum Society
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    • v.16 no.3
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    • pp.227-230
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    • 2007
  • In the Li ion battery fabrication process, an aging step has treated as a miner step because there is not so much data to define the relationship between the phenomena generated in aging process and the battery performances. However, the OCV(open circuit voltage) change in the aging process is shown by the electrochemical absorption of the electrolyte component to the both electrodes(anode or cathode) and the absorbed layer to the electrode affects to form the solid electrolyte interface(SEI) layer during the first charge process. In this report, the adsorbed materials are designed deliberately and are cleared to affect to the SEI layer formation.

Development of Mesh Generator for 2D Hydraulic Analysis(I) (2차원 수리해석을 위한 범용 Mesh Generator의 개발(I))

  • Kim Eugene;Jang Hyung Sang;Kim Hong Sik;Seo Il Won
    • Proceedings of the Korea Water Resources Association Conference
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    • 2005.05b
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    • pp.419-423
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    • 2005
  • 2차원 하천흐름. 유사이동, 오염확산 해석을 위해서는 유한요소법(FEM) 등을 활용한 수치해석 모델이 사용되며, 이 때 모델링을 위해서 모의영역은 2차원의 요소망으로 구성하게 된다. 기존 국내 연구에서는 이러한 2차원 요소망 생성 및 수치해석을 위해 SMS 및 CCHE2D와 같은 외국의 상용 프로그램을 이용하였으나, "수자원의 지속적 확보기술개발 사업"의 일환으로 수행중인 "RAMS(River Analysis and Modeling System) 개발" 과제를 통해 순수 국산 2차원 수리해석 소프트웨어가 개발 중에 있다. 본 연구에서는 RAMS를 비롯한 기타 수리해석 모델에서 사용 가능한 2차원 범용 요소망 생성 프로그램을 개발하고자 다양한 요소망 생성 기법 및 국외 상용 2차원 수리해석 모델 프로그램에서의 메쉬 생성방법 등을 분석하여 프로토타입 메쉬 생성기를 개발하였다. 현재 개발 중인 요소망 생성 프로그램은 요소망 생성을 위한 기본 기능 외에도 생성된 요소망 데이터를 RAMS에 포함되어 있는 다양한 2차원 유한요소 모형의 입력자료 형태로 변환함으로써 수리해석에 적용가능하다. 이러한 범용 2차원 요소망 생성 프로그램의 개발은 안정적인 수치해석의 기반을 제공하고 다양한 하천흐름, 유사, 수질 해석 모델과 연계함으로써 하천의 수리학적인 거동을 보다 정확히 모의할 수 있을 것으로 기대된다.

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A Hierarchical Approach for Design Analysis and Optimization of Framed Structures (프레임 구조의 계층적 설계 해석 및 최적화)

  • Hwang, Jin Ha;Lee, Hak Sool
    • Journal of Korean Society of Steel Construction
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    • v.12 no.1 s.44
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    • pp.93-102
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    • 2000
  • Substructuring-based hierarchical approach for design analysis and optimization of structural frames is presented in this study. The conceptual framework of this method is in the hierarchical modeling for design processes as well as structural systems and the methodology combining substructuring analysis and multilevel optimization. Mathematical models for analysis and synthesis are established on the common basis of substructuring systems. Modularized behavioral analysis, design sensitivity analysis and optimization are linked and integrated on the mathematical and structural basis of substructuring. Substructures are coordinated with the active constraints for system level and the weight ratio criteria. Numerical examples for test frames show the validity and effectiveness of the present approach.

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Detonation Wave Propagation Through a T-type Branch Tube in Combustion Wave Rocket Igniter (연소파 로켓 점화기의 T형 분기관내 데토네이션파 전파)

  • ;Vigor Yang
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2003.05a
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    • pp.221-224
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    • 2003
  • A numerical study is carried out for the detonation wave propagation through a T-branch. The T-branch is a crucial part of the combustion wave igniter, a novel concept of rocket ignition system aimed for the simultaneous ignition of multiple combustion chambers by delivering detonation waves. Euler equation and induction parameter equation are used as governing equations with a reaction term modeled from the chemical kinetics database obtained from a detailed chemistry mechanism. Second-order accurate implicit time integration and third-order space accurate TVD algorithm were used for solution of the coupled equations. Over two-million grid points enabled the capture of the dynamics of the detonation wave propagation including the degeneration and re-initiation phenomena, and some of the design factors were be obtained for the CWI flame tubes.

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Evaluation of Seismic Damage for RC Bridge Piers II : Numerical Analysis (철근콘크리트 교각의 지진손상 평가 II : 수치해석 예)

  • 김태훈;김운학;신현목
    • Journal of the Earthquake Engineering Society of Korea
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    • v.6 no.3
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    • pp.41-52
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    • 2002
  • In the companion paper, nonlinear finite element analysis procedures are presented for the seismic damage evaluation of RC bridge piers. This paper defines a damage index based on the predicted hysteretic behavior of a RC bridge pier. Damage indices aim to provide a means of quantifying numerically the damage in RC bridge piers sustained under earthquake loading. The proposed numerical method is applied to RC bridge piers tested by other, and compared to existing damage indices. The proposed numerical method gives a realistic prediction of damage throughout the loading cycles for several test specimens investigated.

Numerical Modeling of the Detonation of Explosives Using Hydrodynamics Codes (유체 동역학 코드를 이용한 화약의 폭발과정에 대한 수치 모델링)

  • Park, Dohyun;Choi, Byung-Hee
    • Explosives and Blasting
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    • v.34 no.2
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    • pp.31-38
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    • 2016
  • The hydrodynamics code is a numerical tool developed for modeling high velocity impacts where the materials are assumed to behave like fluids. The hydrodynamics code is widely used for solving impact problems, such as rock blasting using explosives. For a realistic simulation of rock blasting, it is necessary to model explosives numerically so that the interaction problem between rock and explosives can be solved in a fully coupled manner. The equation of state of explosives, which describes the state of the material under given physical conditions, should be established. In this paper, we introduced the hydrodynamics code used for explosion process modeling, the equation of state of explosives, and the determination of associated parameters.

Flexural-torsional Vibration Analysis of Thin-walled C-Section Composite Beams (박벽 C형 복합재료 보의 휨-비틀림 진동 해석)

  • Kim, Young Bin;Lee, Jae Hong
    • Journal of Korean Society of Steel Construction
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    • v.14 no.1
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    • pp.31-40
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    • 2002
  • Free vibration of a thin-walled laminated composite beam is studied. A general analytical model applicable to the dynamic behavior of a thin-walled channel section composite is developed. This model is based on the classical lamination theory, and accounts for the coupling of flexural and torsional modes for arbitrary laminate stacking sequence configuration. i.e. unsymmetric as well as symmetric, and various boundary conditions. A displacement-based one-dimensional finite element model is developed to predict natural frequencies and corresponding vibration modes for a thin-walled composite beam. Equations of motion are derived from the Hamilton's principle. Numerical results are obtained for thin-walled composite addressing the effects of fiber angle. modulus ratio. and boundary conditions on the vibration frequencies and mode shapes of the composites.

3차원 연안 해수유동 및 부영양화 모델

  • Choe, Yang-Ho;No, Yeong-Jae;Jeong, Chang-Su;Kim, Suk-Yang
    • Proceedings of the Korean Environmental Sciences Society Conference
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    • 2006.11a
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    • pp.255-260
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    • 2006
  • 천수만의 수리 역학 및 수질 모델을 위하여 3차원 수리역학 모델(EFDC)과 21개 수질 변수에 대한 수질 모델이 접합된 3차원 수리역학-부영양화 모델(HEM-3D)을 이용하였다. 관측 자료에 대한 모델 검증 결과, 조위는 관측치에 비해 5% 정도, 유속은 10% 정도 작은 값을 보였으며, 지각은 모델 결과치가 고정항에서 늦고 간월도에서 빠르게 나타났다. 수질 항목, 특히 용존산소의 관측치에 나타난 전반적인 분포 양상을 잘 재현하고 있었으며, 항목별 기여도 분석에서는 수질 모델이 퇴적물에 의한 산소 소비에 민감하게 반응하고 있으며, 용존산소 변화에 있어서 퇴적물에 의한 영향이 중요한 역할을 하고 있음을 보여주었다. 본 모델 결과는 기존의 모델들과 비교하여 천수만 해역의 해수 유동 특성을 잘 재현하고 있으며, 본 모델과 연계된 수질 모델의 오염물 확산과 수질 항목들의 거동을 이해할 수 있는 정보를 제공하였다. 그럼에도 불구하고 본 연구를 통하여 나타난 문제점은, 수질 예측 모델에 필요한 수질 변수들의 관측 자료와 양식장에 의한 오염 부하량 자료가 충분하지 못하며, 퇴적물에 의한 수질 변화를 정량화할 수 있는 모델의 개발이 시급하다는 것이다. 특히 퇴적물에 의한 산소 요구량은 유기퇴적물이 미생물 등에 의해 분해되는 과정에서 요구되는 산소량으로서, 해수 유동 조건의 변화와 오염부하에 의한 유기퇴적물의 집적이 주된 요인이다. 방조제 건설 이후 해수유동 조건의 변화와 더불어 지속적으로 오염물이 유입되고, 담수 및 천수만의 수질이 점점 악화되고 있다. 따라서 이러한 오염부하와 퇴적물에 대한 관리대책이 시급한 것으로 판단되며, 향후 정확한 수질 예측을 위해서는 본 연구에서 나타난 문제점들에 대한 재고가 필요할 것으로 사료된다.

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A Simple and Accurate Analysis of Two Dimensional Concrete Slab for a Railroad Bridge by the Composite Laminates Plate Theory (복합적층판 이론에 의한 2차원 콘크리트 슬래브 철도교량의 정확하고 간단한 해석)

  • Han, Bong-Koo;Bang, Bae-San
    • Journal of the Korean Society for Advanced Composite Structures
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    • v.2 no.2
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    • pp.20-25
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    • 2011
  • In this paper, two dimensional concrete slabs for a railroad bridge were analyzed by the specially orthotropic laminates theory. Both the geometrical and material property of the cross section of the slab was considered symmetrically with respect to the neutral surface so that the bending extension coupling stiffness, $B_{ij}$ = 0, and $D_{16}=D_{26}=0$ Bridge deck behaves as specially orthotropic plates. In general, the analytical solution for such complex systems is very difficult to obtain. Thus, finite difference method was used for analysis of the problem. In this paper, the finite difference method and the beam theory were used for analysis.

THM Coupling Analysis for Decovalex-2015 Task B2 (Decovalex-2015 Task B2를 위한 THM 해석기법 개발 및 적용)

  • Kwon, Sangki;Lee, Changsoo;Park, Seung-Hun
    • Tunnel and Underground Space
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    • v.25 no.6
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    • pp.556-567
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    • 2015
  • The evaluation of THM coupling behavior in deep underground repository condition is essential for the long term safety and stability assessment of high-level radioactive waste repository. In order to develop reliable THM analysis techniques effectively, an international cooperation project, DECOVALEX, is carried out. In DECOVALEX-2015 Task B2, the in situ THM experiment planned to be conducted by JAEA was modeled by the research teams from the participating countries. In this study, a THM coupling technique combining TOUGH2 and FLAC was developed and applied to 1 dimensional THM modeling, in which rock, buffer, and heater are considered. The results were compared with those from other research teams.