• 제목/요약/키워드: Free Vibration Test

검색결과 241건 처리시간 0.025초

유체베어링의 설계변화에 따른 HDD 스핀들 시스템의 동특성 해석 (Dynamics of a HDD spindle system due to the change of FDBs)

  • 박기용;장건희
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2008년도 추계학술대회논문집
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    • pp.407-413
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    • 2008
  • This paper investigates the dynamics of a HDD spindle system due to the change of FDBs. Flying height of the HDD spindle system is determined through the static analysis of the FDBs, and the stiffness and damping coefficients are calculated through the dynamic analysis of the FDBs. Free vibration characteristics and shock response of the HDD spindle system are analyzed by using the finite element method and the mode superposition method. Experimental modal test is also performed to verify the accuracy of the proposed method. This research shows that the stiffness coefficients of journal heating mostly affect the rocking frequencies because their magnitude are within the range of the stiffness of supporting structure. It also shows that the damping coefficients of thrust bearing mostly affect the axial frequency because the stiffness of thrust bearing is much smaller that that of supporting structure.

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교량진동을 이용한 진동형 자가발전기에 대한 연구 (A Study on Stand-Alone Electric Power Generator Using Bridge Vibration)

  • 최남섭
    • 한국정보통신학회:학술대회논문집
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    • 한국해양정보통신학회 2003년도 춘계종합학술대회
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    • pp.313-316
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    • 2003
  • 본 논문에서는 교량의 건전도 감시용 계측 유닛에 사용되는 충전시스템을 위한 교량의 상시진동을 이용한 자립형 진동발전기에 대하여 연구하였다. 본 연구에서는 전기자 반작용의 영향을 최소화한 진동발전기를 제안하고, 기계적 및 전기적인 설계식을 유도한 다음, 시험용 진동발전기를 제작하였다. 아울러, 실내 자유진동 실험을 수행하였고, 축전시스템에 대한 실험 결과, 정류기에 사용된 다이오드 특성이 충전과정에서 지배적임을 확인하였다. 또한, 남해대교의 진동 데이터를 Pilot 발전기에 적용하여 시뮬레이션 한 결과 진동발전기의 적용성과 효용성을 확인할 수 있었다.

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Prediction of initiation time of corrosion in RC using meshless methods

  • Yao, Ling;Zhang, Lingling;Zhang, Ling;Li, Xiaolu
    • Computers and Concrete
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    • 제16권5호
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    • pp.669-682
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    • 2015
  • Degradation of reinforced concrete (RC) structures due to chloride penetration followed by reinforcement corrosion has been a serious problem in civil engineering for many years. The numerical simulation methods at present are mainly finite element method (FEM) and finite difference method (FDM), which are based on mesh. Mesh generation in engineering takes a long time. In the present article, the numerical solution of chloride transport in concrete is analyzed using radial point interpolation method (RPIM) and element-free Galerkin (EFG). They are all meshless methods. RPIM utilizes radial polynomial basis, whereas EFG uses the moving least-square approximation. A Galerkin weak form on global is used to attain the discrete equation, and four different numerical examples are presented. MQ function and appropriate parameters have been proposed in RPIM. Numerical simulation results are compared with those obtained from the finite element method (FEM) and analytical solutions. Two case of chloride transport in full saturated and unsaturated concrete are analyzed to test the practical applicability and performance of the RPIM and EFG. A good agreement is obtained among RPIM, EFG, and the experimental data. It indicates that RPIM and EFG are reliable meshless methods for prediction of chloride concentration in concrete structures.

모드 연성을 수반하는 분할 모형의 비틀림 감쇠비 추정 (Torsional Damping Estimation of a Segmented Hull Model with Modal Coupling)

  • 김유일;박성건
    • 대한조선학회논문집
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    • 제53권6호
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    • pp.482-493
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    • 2016
  • The identification of modal damping of a segmented hull model with torsional response is difficult task due to the coupling of modal response. This is because the 1st and 2nd torsional vibration modes are closely spaced in frequency domain leading to the situation that the modal decomposition is difficult to achieve by simple band-pass filter. Present study applied several different modal decomposition methods to derive the damping ratio of different modes. The modal decomposition methods considered in this study are simple band-pass filter, Hilbert vibration decomposition, Wavelet transform and proper orthogonal decomposition. Coupled free decay signal obtained from the torsional hammering test on a segmented hull model was processed with four different methods and the derived damping ratios were compared with each other. Discussions also have been made on the pros and cons of the different methodologies.

Real-time online damage localisation using vibration measurements of structures under variable environmental conditions

  • K. Lakshmi
    • Smart Structures and Systems
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    • 제33권3호
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    • pp.227-241
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    • 2024
  • Safety and structural integrity of civil structures, like bridges and buildings, can be substantially enhanced by employing appropriate structural health monitoring (SHM) techniques for timely diagnosis of incipient damages. The information gathered from health monitoring of important infrastructure helps in making informed decisions on their maintenance. This ensures smooth, uninterrupted operation of the civil infrastructure and also cuts down the overall maintenance cost. With an early warning system, SHM can protect human life during major structural failures. A real-time online damage localization technique is proposed using only the vibration measurements in this paper. The concept of the 'Degree of Scatter' (DoS) of the vibration measurements is used to generate a spatial profile, and fractal dimension theory is used for damage detection and localization in the proposed two-phase algorithm. Further, it ensures robustness against environmental and operational variability (EoV). The proposed method works only with output-only responses and does not require correlated finite element models. Investigations are carried out to test the presented algorithm, using the synthetic data generated from a simply supported beam, a 25-storey shear building model, and also experimental data obtained from the lab-level experiments on a steel I-beam and a ten-storey framed structure. The investigations suggest that the proposed damage localization algorithm is capable of isolating the influence of the confounding factors associated with EoV while detecting and localizing damage even with noisy measurements.

유사동적 실험법을 이용한 구조물의 내진 성능 평가 (Assessment of the Seismic Capacity of Structure Using Pseudodynamic Test)

  • 김대곤;김대영;안재현;박칠림
    • 한국지진공학회논문집
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    • 제1권2호
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    • pp.49-57
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    • 1997
  • 인류문명에 가장 파괴적인 자연재해 중 하나의 지진에 대한 대비의 필요성이 대두되고 있는 이때에 여러 가지 구조물들의 내진 설계 및 해석적 연구가 요구된다. 구조물의 내진 특성을 알기 위해서는 이론적 연구뿐만 아니라 실험적 연구가 특히 중요한데, 현재 존재하는 여러 가지 실험 방법들 중에서 컴퓨터-가력기 on-line 실험이라고 알려진 유사동적 실험은 진동대를 사용하지 않고 구조물의 내진 성능을 연구할 수 있는 실험 방법이다. 이 논문에서는 간단한 일 자유도 실험체들을 대상으로 유사동적 실험법을 적용하여 구조물의 내진 성능을 평가하였다. 실험에서 얻은 값들을 이론 값들과 비교한 결과 대체로 일치하는 경향을 보였으며, 좀 더 성능이 좋은 계측 및 제어장비들을 사용한다면 더욱 만족할 결과들을 얻을 수 있을 것으로 판단된다.

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Comprehensive Code Validation on Airloads and Aeroelastic Responses of the HART II Rotor

  • You, Young-Hyun;Park, Jae-Sang;Jung, Sung-Nam;Kim, Do-Hyung
    • International Journal of Aeronautical and Space Sciences
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    • 제11권2호
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    • pp.145-153
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    • 2010
  • In this work, the comprehensive structural dynamics codes including DYMORE and CAMRAD II are used to validate the higher harmonic control aeroacoustic rotor test (HART) II data in descending flight condition. A total of 16 finite elements along with 17 aerodynamic panels are used for the CAMRAD II analysis; whereas, in the DYMORE analysis, 10 finite elements with 31 equally-spaced aerodynamic panels are utilized. To improve the prediction capability of the DYMORE analysis, the finite state dynamic inflow model is upgraded with a free vortex wake model comprised of near shed wake and trailed tip vortices. The predicted results on aerodynamic loads and blade motions are correlated with the HART II measurement data for the baseline, minimum noise and minimum vibration cases. It is found that an improvement of solution, especially for blade vortex interaction airloads, is achieved with the free wake method employed in the DYMORE analysis. Overall, fair to good correlation is achieved for the test cases considered in this study.

Performance and Reliability Characteristics of the Free Piston Free Displacer Stirling Cryocooler

  • Park, Seong-Je;Hong, Yong-Ju;Kim, Hyo-Bong;Koh, Deuk-Yong;Kim, Yang-Hoon
    • 한국초전도ㆍ저온공학회논문지
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    • 제6권2호
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    • pp.46-51
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    • 2004
  • This paper presents the results of a series of performance and reliability tests for the Stirling cryocooler. Infrared sensor systems incorporating cryocoolers are required to be qualified to the appropriate specification for the performance and reliability. FPFD Stirling cryocooler is currently under development for cooling infrared detector. Manufactured Stirling cryocooler delivers approximately 0.9W cooling at 80K for 30W∼40W of input power. It takes approximately 2 minutes to cool down to 80K at the ambient temperature of 23$^{\circ}C$. Performance characteristics for the vibration, acoustic noise, EMI and leak rate of the Stirling cryocooler are evaluated. We performed low and high temperature keeping test from -32$^{\circ}C$ to +52$^{\circ}C$ and operating test at high and low temperature cyclic range with acceptance tests performed at scheduled intervals. Cooling capacity is determined as a function of the temperatures at the compressor, hot end and cold tip at the expander. Finally, we describe the experimental facility for the MTTF evaluation and some typical results of the Stirling cryocooler.

복합 적층 박판의 열응력 파손에 대한 진동 활용 비파괴평가 (Vibration-Based Nondestructive Evaluation of Thermal Stress-Induced Damage in Thin Composite Laminates)

  • 이성혁;최낙삼;이정기
    • 비파괴검사학회지
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    • 제19권5호
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    • pp.347-355
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    • 1999
  • 두께 1mm의 얇은 복합적층판의 자유경계단부에서 열응력으로 인해 발생하는 미세손상을 진동거동과 관련된 비파괴평가의 가능성을 연구하였다. 유한요소 열응력해석을 통해 예상되는 손상발생영역을 초음파 C-스캔과 광학현미경을 이용하여 관찰하였다. 사인 스웝시험을 이용한 적증보 시험편의 횡진동 해석결과, 미세한 내부손상으로 인해 고유주파수가 확실히 감소하였으며 감쇠비도 상당히 증가하였다. 길이가 짧은 적층보 시험편과 2차 모드의 공진주파수를 이용하여 얇은 적층판에서 열응력으로 유기된 미세손상을 매우 민감하게 평가할 수 있음을 알았다.

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경량 압전 복합재료 작동기를 이용한 끝단 질량이 부착된 보의 진동 제어 (Vibration Control of a Beam with a Tip Mass using a Lightweight Piezo-composite Actuator)

  • 란동 마투아;박훈철;구남서
    • 한국항공우주학회지
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    • 제35권3호
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    • pp.218-224
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    • 2007
  • PZT와 같은 압전 재료는 능동 진동 억제 분야에서 널리 사용되고 있지만 단일 PZT의 경우 장착 과정에서의 손상, 전기 누전, 낮은 피로 성능과 같은 문제가 지적되고 있다. 이러한 문제를 해결하기 위하여 개발된 LIPCA 작동기는 여러 층의 복합재료와 PZT 층으로 구성되어 있다. 본 연구에서는 LIPCA 작동기를 끝단 질량이 부착된 알루미늄 외팔보의 진동을 억제하는데 적용하였다. 양변위 되먹임 제어 알고리듬을 사용하였으며, 필터 주파수를 대상 모드의 첫 번째 고유진동수에 맞추었다. 실험적으로 구한 알루미늄 보의 고유 진동수는 유한요소 해석의 결과와 잘 일치하였다. LIPCA 작동기를 능동 진동제어에 적용할 때 효율성을 시간과 주파수 영역에서 확인하고자 하였는데, 실험 결과 PPF제어를 사용한 LIPCA 작동기가 자유 진동의 안정화 시간과 강제 진동의 진폭을 효과적으로 제어할 수 있었다. 사례 연구로 다른 두께를 가지는 보의 강제 진동 제어를 수행하였다.