• 제목/요약/키워드: Field simulation test

검색결과 707건 처리시간 0.028초

Numerical simulation and experimental study of non-stationary downburst outflow based on wall jet model

  • Yongli Zhong;Yichen Liu;Hua Zhang;Zhitao Yan;Xinpeng Liu;Jun Luo;Kaihong Bai;Feng Li
    • Wind and Structures
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    • 제38권2호
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    • pp.129-146
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    • 2024
  • Aiming at the problem of non-stationary wind field simulation of downbursts, a non-stationary down-burst generation system was designed by adding a nozzle and program control valve to the inlet of the original wall jet model. The computational fluid dynamics (CFD) method was used to simulate the downburst. Firstly, the two-dimensional (2D) model was used to study the outflow situation, and the database of working conditions was formed. Then the combined superposition of working conditions was carried out to simulate the full-scale measured downburst. The three-dimensional (3D) large eddy simulation (LES) was used for further verification based on this superposition condition. Finally, the wind tunnel test is used to further verify. The results show that after the valve is opened, the wind ve-locity at low altitude increases rapidly, then stays stable, and the wind velocity at each point fluctuates. The velocity of the 2D model matches the wind velocity trend of the measured downburst well. The 3D model matches the measured downburst flow in terms of wind velocity and pulsation characteris-tics. The time-varying mean wind velocity of the wind tunnel test is in better agreement with the meas-ured time-varying mean wind velocity of the downburst. The power spectrum of fluctuating wind ve-locity at different vertical heights for the test condition also agrees well with the von Karman spectrum, and conforms to the "-5/3" law. The vertical profile of the maximum time-varying average wind veloci-ty obtained from the test shows the basic characteristics of the typical wind profile of the downburst. The effectiveness of the downburst generation system is verified.

컴퓨터기반시험에 대한 한의과대학 학생들의 인식 및 만족도 조사 (A Survey on the Perception and Satisfaction of Korean Traditional Medical Students on Computer-Based Test)

  • 김미경;한창호
    • 대한예방한의학회지
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    • 제25권3호
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    • pp.57-71
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    • 2021
  • Objectives : Computer-based test (CBT) will be introduced in the national examination of Korean medicine doctors from 2023. This study was aimed to provide some information, including prior considerations, to those preparing for CBT, by presenting a summary of the survey results from participants in a CBT simulation test. Methods : In December 2020, applicants from the graduating class of the college of Korean medicine from four universities participated in the simulation test for CBT. An online anonymous survey on the applicants' preference for CBT versus paper-based tests (PBT) was conducted. The questionnaire consisted of multiple-choice questions on a 5-point Likert scale and free-form questions. Results : A total of 176 students responded to the survey. Their response to CBT was generally positive. The item with the highest agreement was that it should provide a sufficient opportunity to experience CBT in the undergraduate exam (4.38±0.839). Concerns about the possibility of cheating or poor concentration were also detected. In addition to guaranteeing the stability of the CBT system, there were many comments expressing the need to supplement functions within the CBT system, including the memo or highlighter function. Conclusions : This study confirmed the feasibility of CBT including multimedia questions in the field of Korean medicine education and identified overall positive responses from those who experienced the CBT simulation test. Although time is short and there is so much to prepare, we hope this will be a leap forward for effective educational innovation in line with the changing environment of the health care education field.

자동차 부품에 대한 다축 진동내구 시험용 신호처리 방법 (Signal Processing for Multiaxial Vibration Fatigue Test on Vehicle Component)

  • 배철용;김찬중;이동원;이봉현;나병철
    • 한국소음진동공학회논문집
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    • 제18권3호
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    • pp.368-374
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    • 2008
  • Multi-axial simulation table(MAST) is widely used in motor companies as the multi-axial excitor for vibration fatigue of target component, which provides the vibrational condition as close as the vehicle test. However, the vibration fatigue performance of target component can be guaranteed with MAST system only in case the input profile covers the required severity of the target component on field test. In this paper, the signal processing for multi-axial vibration fatigue test on vehicle component is presented, from the data acquisition of the target component to the derivation of input profile. To compare the severity of vibration condition between field and proving ground, the energy principle of a equivalent damage is proposed and then, it is determined the optimal combination of special events on proving ground using a sequential searching optimal algorithm. To explain the vibration methodology clearly, seat and door component of vehicle are selected as a example.

동해 울릉분지 가스하이드레이트 퇴적층의 해리 유동 전산 분석 연구 (Numerical Analysis on Flow Behavior of Gas Hydrate Bearing Sediments in the Ulleung Basin, East Sea of Korea)

  • 김지수;이록상;임종세;김세준
    • 에너지공학
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    • 제23권3호
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    • pp.102-115
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    • 2014
  • 국내 동해 울릉분지에는 막대한 부존량과 청정 에너지원으로 높은 잠재력을 지닌 가스하이드레이트가 부존되어 있으며, 2010년 울릉분지 2차 시추지역(UBGH2)에서 현장 생산 시험 후보지 선정을 위한 목적으로 시추작업이 수행되었다. 이 연구에서는 동해 울릉분지 현장 생산 시험 후보지역의 지질학적 모델을 바탕으로 전산 수치 해석을 이용하여 가스하이드레이트 퇴적층 내 해리 유동 및 산출성을 분석하였으며, 주요 생산 조건별 감압 생산 거동에 대한 민감도 분석을 수행하였다. 이를 통해 가스하이드레이트 현장 생산 시험 계획 수립 시 요구되는 예비 분석 자료를 도출하였다.

G7 시제 차량의 터널내부 압력파에 대한 수치 해석 (The Numerical Simulation of the Pressure wave for G7 Test Train in the Tunnel)

  • 권혁빈;김태윤;권재현;이동호;김문상
    • 한국철도학회논문집
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    • 제5권4호
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    • pp.260-266
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    • 2002
  • A numerical simulation has been performed to estimate the transient pressure variation in the tunnel when G7 test train passes through the test tunnel in the Kyoeng-Bu high-speed railway. A modified patched grid scheme is developed to handle the relative motion between a train and a tunnel. Also, a hybrid dimensional approach is proposed to calculate the train-tunnel interaction problem efficiently. An axi-symmetric unsteady Euler solve using the Roe's FDS is used for analyzing a complicated pressure field in tunnel during the test train is passing through the tunnel. Usually, this complex phenomenon depends ell the train speed, train length, tunnel length, blockage ratio between train and tunnel cross-sectional area, relative position between train and tunnel, etc. Therefore, numerical simulation should be done carefully in consideration of these factors. Numerical results in this study would be good guidance to make test plans, test equipments selection and to decide their measuring locations. They will also supply important information to the pressurization equipment for high-speed train.

대형 풍력터빈 모형의 공력 성능 및 후류 유동장에 대한 비교 연구 (Comparison Study on Aerodynamic Performance and Wake Flow Field for a MW-Class Wind Turbine Model)

  • 정두원;원영수;강승희
    • 한국가시화정보학회지
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    • 제17권2호
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    • pp.32-38
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    • 2019
  • A comparison study between computational-fluid-dynamics simulation and wind tunnel test for a megawatt-class wind turbine is conducted. For the study, flow-field in wake, basic aerodynamic performance, and effect of the yaw error for a 1/86 scaled-down model of the NREL offshore 5 MW wind turbine are numerically calculated using commercial software "FloEFD" with $k-{\varepsilon}$ turbulence model. The computed results are compared to the wind tunnel test performed by the constant-velocity mode for the model. It is shown that discrepancy are found between the two results at lower tip-speed ratio and higher yaw angle, however, the velocity-defection distribution in the wake, the torque coefficient at moderated and high tip-speed ratios are in good agreement with the wind tunnel test.

Field testing and numerical modeling of a low-fill box culvert under a flexible pavement subjected to traffic loading

  • Acharya, Raju;Han, Jie;Parsons, Robert L.;Brennan, James J.
    • Geomechanics and Engineering
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    • 제11권5호
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    • pp.625-638
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    • 2016
  • This paper presents field study and numerical modeling results for a single-cell low-fill concrete box culvert under a flexible pavement subjected to traffic loading. The culvert in the field test was instrumented with displacement transducers to capture the deformations resulting from different combinations of static and traffic loads. A low-boy truck with a known axle configuration and loads was used to apply seven static load combinations and traffic loads at different speeds. Deflections under the culvert roof were measured during loading. Soil and pavement samples were obtained by drilling operation on the test site. The properties of the soil and pavement layers were determined in the laboratory. A 3-D numerical model of the culvert was developed using a finite difference program FLAC3D. Linear elastic models were used for the pavement layers and soil. The numerical results with the material properties determined in the laboratory were compared with the field test results. The observed deflections in the field test were generally smaller under moving loads than static loads. The maximum deflections measured during the static and traffic loads were 0.6 mm and 0.41 mm respectively. The deflections computed by the numerical method were in good agreement with those observed in the field test. The deflection profiles obtained from the field test and the numerical simulation suggest that the traffic load acted more like a concentrated load distributed over a limited area on the culvert. Elastic models for culverts, pavement layers, and surrounding soil are appropriate for numerical modeling of box culverts under loading for load rating purposes.

Pull-Off 기만 재밍 신호에 대한 레이다 대응기법 및 효과 분석 (Radar Countermeasure and Effect Analysis for the Pull-Off Deceptive Jamming Signal)

  • 장성훈;김선주
    • 한국군사과학기술학회지
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    • 제23권3호
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    • pp.221-228
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    • 2020
  • This paper presents the radar counter jamming algorithm and ground far-field test results for the pull-off deceptive jamming signals like RGPO(Range Gate Pull Off) and VGPO(Velocity Gate Pull Off). We designed the radar counter jamming algorithm according to the characteristics of the deceptive jamming signals. This algorithm is validated by simulation before ground far-field test. The existing X-band AESA radar demonstrator was used to test the proposed algorithm. The proposed algorithm was applied to the radar processor software. The deceptive jamming signals generated using the commercial jamming signal generator. We performed the repeated ground far-field test with the test scenario. Test results show that the proposed counter deceptive jamming algorithm works in the real radar system.

수치해석 및 현장계측을 통한 차량주행조건에 따른 BWIM 신호 변화 분석 (Analysis of BWIM Signal Variation Due to Different Vehicle Travelling Conditions Using Field Measurement and Numerical Analysis)

  • 이정휘
    • 한국전산구조공학회논문집
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    • 제24권1호
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    • pp.79-85
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    • 2011
  • Bridge Weigh-in-Motion(BWIM) 시스템은 중량의 차량이 정상적으로 교량을 주행하는 상태에서 측정된 교량의 응답을 분석하여 교량을 통과한 차량의 중량을 산출하는 시스템으로, 현재 관심지역을 통행하는 차량의 하중분포를 파악하고 이로 부터 도로교의 설계 및 해석을 위한 설계 활하중 모델의 개발이나 교량의 잔존 수명의 예측을 위한 피로하중모델 등의 개발에 활용될 수 있다. 이러한 BWIM 시스템의 개발을 위해 필수적으로 수행되어야 하는 것이 다양한 하중조건에 대한 실물차량 주행시험이다. 이 논문에서는 BWIM 시스템의 개발을 위해 필수적이지만 비용 및 시간이 많이 소요되는 실차량 주행시험을 보완할 수 있는 수치해석 기법을 사용하여 차량동특성 및 주행조건의 변화에 대한 교량응답의 변화를 관찰하고자 하였다. 수치해석의 적절성을 검증하기 위하여 실물차량 주행시험이 수행된 동일한 경우에 대하여 차량주행 시뮬레이션을 수행하였으며, 실측결과와 유사한 해석결과를 얻을 수 있었다. 수치해석에서 고려한 변수는 차량의 주행속도, 차량의 고유진동수, 진입부의 단차크기, 횡방향 주행위치 등이며, 이들 변수의 변화에 대한 교량의 응답의 변화를 분석한 결과, 정확한 BWIM 시스템의 개발을 위해 횡방향 주행위치와 차량 고유진동수의 영향이 고려되어야 함을 확인하였다. 수치시뮬레이션 기법을 사용하여 다양한 조건에 대한 주행데이터를 적은 비용으로 생성할 수 있으므로, 최소한의 실차량 주행시험과 병행하여 다양한 하중조건에 대한 BWIM 알고리즘의 검증이 가능할 것으로 생각된다. 또한 신경망기법을 사용하는 BWIM 시스템의 경우에는 학습자료의 생성에 활용하여 신경망기법을 활용할 때 어려운 점 중 하나인 충분한 양의 신뢰성있는 학습자료 확보에 기여할 수 있을 것으로 생각된다.

실내음향 예측을 위한 컴퓨터 프로그램 이용에 관한 연구 (A Study on the Utilization of Computer Program for the Prediction of Rom Acoustics)

  • 김선우;최형욱;한명호
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 1997년도 추계학술대회논문집; 한국과학기술회관; 6 Nov. 1997
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    • pp.250-255
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    • 1997
  • The computer simulation and mock-up test are recently applied to the practical design for the room acoustics to predict and evaluate its characteristics. In this paper, the sound field properties predicted and evaluated by the computer simulation were compared to the measured data. Comparison and analysis between simulation data and measured data were performed for the Reverberation Time, Sound Pressure Level at the various measuring positions and frequencies and Definition, Early Decay Time, Speech Transmission Index.

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