• Title/Summary/Keyword: Transient model analysis

검색결과 970건 처리시간 0.024초

정상상태 부근에서의 액체로켓 엔진의 과도해석 (Transient Analysis of Liquid Rocket Engine around the Nominal Thrust Level)

  • 최환석;설우석;박순영
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2004년도 제23회 추계학술대회 논문집
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    • pp.68-76
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    • 2004
  • 액체로켓 엔진시스템에 있어서 과도 해석은 시스템 시험 항목이나 시험 횟수의 선정과 개발 기간 등의 단축을 위해 반드시 필요한 항목이다. 본 연구에서는 터보펌프 공급식 로켓 엔진의 수학적 모델을 구성하였으며, 이를 이용하여 추력 제어 밸브의 개도 변화에 따른 엔진의 작동 모드 변화에 대한 과도해석을 수행하였다. 검증을 위하여 AnaSyn을 이용한 모드 해석 결과와 비교하여 $2\%$ 범위 내로 일치하는 것을 확인하였다.

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EMTP/RV를 이용한 22.9kV GIS 모델링과 과도회복전압 해석 (22.9kV GIS Modeling and Transient Recovery Voltage Analysis Using EMTP/RV)

  • 정태영;백영식;정기석;박지호;서규석
    • 전기학회논문지
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    • 제59권7호
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    • pp.1199-1205
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    • 2010
  • The recent power system is required to a large size of facilities and high power technology according to increasing power demand. However, it could lead to spoiling the beauty of city and environment problem. The miniaturized facilities with large capacity such as GIS have been required in recent power system. The GIS(Gas Insulated Substation) using the SF6 insulation gas enables to miniaturize facilities with large capacity with high insulation performance. However, the substation installed GIS has required to new design model which is different from the conventional substation. The TRV(Transient Recovery Voltage) analysis on simple circuit may applied by differential equation. However, in case of relatively complicated system, EMTP(Electro Magnetic Transients Program) mainly has been used to design and simulate for transient analysis. This paper mainly design the 22.9 kV GIS system and analyze the transient recovery voltage of main circuit breaker using EMTP/RV. It also enables to easily design the other substation installed GIS with same maker and voltage level because the proposed GIS model consists of separated modules such as busbar, circuit breaker, bushing, CT, PT etc. Eventually, it contributes to comfortably compare the interrupting performance of circuit breaker and system TRV corresponding to the substation system configuration.

Transient loss analysis of non-insulation high temperature superconducting coil using the field-based data profiling method

  • Hoon Jung;Yoon Seok Chae;June Hee Han;Ji Hyung Kim;Seung Hoon Lee;Ho Chan Kim;Young Soo Yoon;Ho Min Kim
    • 한국초전도ㆍ저온공학회논문지
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    • 제25권3호
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    • pp.38-42
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    • 2023
  • The evaluation of no-insulation (NI) high-temperature superconducting (HTS) typically uses the lumped equivalent circuit (LEC) model. Constant parameters in the NI HTS LEC model accurately predict voltage and central magnetic field at currents below the critical current. However, it is difficult to find constant circuit parameters that simultaneously satisfy the measured voltage and magnetic field under overcurrent conditions. Recent research highlights changes in contact resistance during transient conditions, which may impact power loss estimation in NI HTS coils. Therefore, we confirm the influence of contact resistance changes on loss calculation in the transient state for NI HTS coil. To achieve this, we introduce a measurement data analysis method based on the LEC model and compare it with the LEC model using constant circuit parameters.

터널 굴착에 따른 지하수 유동계의 변화에 대한 수리상수들의 민감도 분석 (Sensitivity Analysis of a Transient Groundwater Flow Modeling for Tunnel Excavation)

  • 정복선;구민호;김용제;이진용
    • 지질공학
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    • 제14권3호
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    • pp.287-300
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    • 2004
  • Visual Modflow를 이용하여 터널 굴착 시 터널 내 지하수 유입 량과 영항반경에 영향을 미치는 수리 인자들에 대한 민감도 분석을 수행하였다. 터널의 심도 및 수리전도도의 민감도가 가장 크게 나타났으며, 굴착 후 경과 시간에 따라 민감도의 순위가 달라지는 것으로 분석되었다. 비산출률의 경우 굴착 후 시간이 경과함에 따라 민감도가 지속적으로 증가하는 것으로 나타나 배수형 터널 설계 시 수리전도도와 함께 중요하게 고려되어야 할 변수인 것으로 밝혀졌다. 터널굴착 및 방수 처리 과정을 모사할 수 있는 부정류 모델링 기법을 제시하였으며, 실제 터널 설계 지역에 적용하여 굴착과정에서 발생하는 터널 내 지하수 유입량 주변 지역 지하수계의 변화를 예측하였다. 예측 모델의 결과는 모델 보정을 통하여 설정한 수리 전도도에 매우 민감하므로, 사후 모니터 링을 통한 모델 검증이 요구된다.

과도상태에서 PT 철공진의 해석적 분석 (Analytical Analysis of PT Ferroresonance in the Transient-State)

  • 강용철;이병은;정태영;김연희
    • 전기학회논문지
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    • 제59권5호
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    • pp.860-865
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    • 2010
  • When a circuit breaker is opened, a large capacitance around the buses, the circuit breaker and the potential transformer (PT) might cause PT ferroresonance. During PT ferroresonance, the iron core repeats saturation and unsaturation even though the supplied voltage is a rated voltage. This paper describes an analytical analysis of PT ferroresonance in the transient-state. To analyze ferroresonance analytically, the iron core is modelled by a simplified two-segment core model in this paper. Thus, a nonlinear ordinary differential equation (ODE) for the flux linkage is changed into a linear ODE with constant coefficients, which enables an analytical analysis. In this simplified model, each state, which is either saturated or unsaturated state, corresponds to one of the three modes, i.e. overdamping, critical damping and underdamping. The flux linkage and the voltage in each state are obtained analytically by solving the linear ODE with constant coefficients. The proposed transient analysis is effective in the more understanding of ferroresonance and thus can be used to design a ferroresonance prevention or suppression circuit of a PT.

Integrated fire dynamic and thermomechanical modeling of a bridge under fire

  • Choi, Joonho;Haj-Ali, Rami;Kim, Hee Sun
    • Structural Engineering and Mechanics
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    • 제42권6호
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    • pp.815-829
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    • 2012
  • This paper proposes a nonlinear computational modeling approach for the behaviors of structural systems subjected to fire. The proposed modeling approach consists of fire dynamics analysis, nonlinear transient-heat transfer analysis for predicting thermal distributions, and thermomechanical analysis for structural behaviors. For concretes, transient heat formulations are written considering temperature dependent heat conduction and specific heat capacity and included within the thermomechanical analyses. Also, temperature dependent stress-strain behaviors including compression hardening and tension softening effects are implemented within the analyses. The proposed modeling technique for transient heat and thermomechanical analyses is first validated with experimental data of reinforced concrete (RC) beams subjected to high temperatures, and then applied to a bridge model. The bridge model is generated to simulate the fire incident occurred by a gas truck on April 29, 2007 in Oakland California, USA. From the simulation, not only temperature distributions and deformations of the bridge can be found, but critical locations and time frame where collapse occurs can be predicted. The analytical results from the simulation are qualitatively compared with the real incident and show good agreements.

터보차져의 로터다이나믹 해석모델 개발 및 진동응답 해석 (Development of Rotordynamic Analytical Model and Analysis of Vibration Response of a Turbocharger)

  • 김병옥;이안성
    • 한국유체기계학회 논문집
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    • 제13권5호
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    • pp.35-42
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    • 2010
  • This paper deals with the development of analytical model of a turbocharger and its detail rotordynamic analysis. Two analytical models, which are verified by experimental modal testing, are proposed and the analytical model including rotor shaft extended to compressor and turbine wheel end side is chosen. A rotordynamic analysis includes the critical map, Campbell diagram, stability, and unbalance response, especially nonlinear transient response considering nonlinear fluid film force at bearings. Although the linearized analysis accurately predicts the critical speeds, stability limit, and stability threshold speed, the predicted vibration results are not valid for speeds above the stability threshold speed since the rotor vibrates with a subsynchronous component much larger than the one synchronous with rotor speed. Hence, for operating speed above the stability threshold, a nonlinear transient analysis considering nonlinear fluid film force must be performed in order to accurately predict vibration responses of rotor and guarantee results of analysis.

링보강 복합재료 원통셸의 과도응답 (Transient Response of Composite Cylindrical Shells with Ring Stiffeners)

  • 김영완;정강;박경조
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 춘계학술대회논문집A
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    • pp.883-888
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    • 2001
  • The theoretical method is developed to investigate the effects of ring stiffeners on free vibration characteristics and transient response for the ring stiffened composite cylindrical shells subjected to the impulse pressure loading. In the theoretical procedure, the Love's thin shell theory combined with the discrete stiffener theory to consider the ring stiffening effect is adopted to formulate the theoretical model. The concentric or eccentric ring stiffeners are laminated with composite and have the uniform rectangular cross section. The modal analysis technique is used to develop the analytical solutions of the transient problem. The analysis is based on an expansion of the loads, displacements in the double Fourier series that satisfy the boundary conditions. The effect of stiffener's eccentricity, number, size, and position on transient response of the shells is examined. The theoretical results are verified by comparison with FEM results.

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Rate-sensitive analysis of framed structures Part I: model formulation and verification

  • Izzuddin, B.A.;Fang, Q.
    • Structural Engineering and Mechanics
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    • 제5권3호
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    • pp.221-237
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    • 1997
  • This paper presents a new uniaxial material model for rate-sensitive analysis addressing both the transient and steady-state responses. The new model adopts visco-plastic theory for the rate-sensitive response, and employs a three-parameter representation of the overstress as a function of the strain-rate. The third parameter is introduced in the new model to control its transient response characteristics, and to provide flexibility in fitting test data on the variation of overstress with strain-rate. Since the governing visco-plastic differential equation cannot be integrated analytically due to its inherent nonlinearity, a new single-step numerical integration procedure is proposed, which leads to high levels of accuracy almost independent of the size of the integration time-step. The new model is implemented within the nonlinear analysis program ADAPTIC, which is used to provide several verification examples and comparison with other experimental and numerical results. The companion paper extends the three-parameter model to trilinear static stress-strain relationships for steel and concrete, and presents application examples of the proposed models.

차륜주행충격에 의한 빗살형 교량 신축이음장치 구조물의 과도진동해석 (Transient Response Analysis of a Comb Type Bridge Expansion Joint due to Travelling Wheel Impact)

  • 최영휴;김현욱;안영덕
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 1997년도 춘계학술대회논문집; 경주코오롱호텔; 22-23 May 1997
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    • pp.69-74
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    • 1997
  • In this paper we derive relations which describe the geometry and kinematics of contact between the travelling wheel and stepped comb joint. From which we can obtain the impulse, impulsive force and its time interval due to travelling wheel impact which can not be taken from Carter's model or Newland and Cassidy's. The calculated transient responses of the comb joint structure to travelling wheel impact reveals that the proposed wheel contact model and Carter's give very similar results but Newland Cassidy's model make a quite different results from the others.

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