• 제목/요약/키워드: impulse excitation technique

검색결과 12건 처리시간 0.027초

스캐닝 데이터를 이용한 랜덤 가진된 일차원 구조물의 모달 분석 (Modal Identification of a randomly excited 1-D structure using Scanned data)

  • 경용수;왕세명;김상명;박기환
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2002년도 춘계학술대회논문집
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    • pp.241-246
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    • 2002
  • Usually vibration properties are obtained from frequency response functions or impulse response functions of a system. Since the contact type sensors can affect the characteristics of vibrating systems, the non-contact type sensors such as laser Doppler vibrometer (LDV) are being widely used. Currently researches are being carried out in terms of modal analysis using a scanning vibrometer. For the continuous scan; the Chebyshev demodulation (or polynomial) is apparently suggested to extract the mode shapes. With single frequency sinusoidal excitation, this approach is well fitted. In this research, the Chebyshev demodulation technique has been applied to the impact excitation case. The vibration of the tested structure is modeled using impulse response functions. The technique is also adopted to the random excitation case. In order to verify the technique, a simply supported beam was chosen as the test rig. The calculation modules are developed by using MATLAB$\^$(R)/ in WindowsNT$\^$(R)/ environment.

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HHT와 연속스캐닝 진동계를 이용한 임펄스가진된 구조물의 모드 형상 복원 (Mode Shape Reconstruction of an impulse excited structure using HHT and CSLDV)

  • 경용수;김대성;;박기환;왕세명
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2008년도 춘계학술대회논문집
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    • pp.484-490
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    • 2008
  • For CSLDV, the Chebyshev demodulation (or polynomial) technique and Hilbert transform approach have been used for mode shape reconstruction with harmonic excitation. In this paper, the Hilbert-Huang transform approach was applied as an alternative to impact excitation cases in terms of a numerical approach. The vibration of the tested structure is modeled using impulse response functions. In order to verify this technique, a simply supported beam was chosen as the test rig. With additional innovative steps which are the ideal-band pass filter and the nodal point determination, Hilbert-Huang transformation can be used for a good mode shape reconstruction even in the impact excitation case.

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Impulse Excitation Method에 의한 복합재료의 공진 주파수와 탄성계수 관계에 대한 실험적 고찰 (Experimental Investigations of Relationships between Resonance Frequencies and Elastic Moduli of Composite Materials by Impulse Excitation Method)

  • 김형삼;이재혁;이동식;박세만
    • 한국재료학회지
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    • 제8권9호
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    • pp.843-848
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    • 1998
  • 결량화 되고 고강도의재료를 요하는 자동차, 항공기, 선박, 각종 구조물 등 여러 분야에서 복합재료의 사용은 증가되어 왔고, 그에 따라 연구가 활발히 진행되고 있다. 본 연구에서는 Impulse Excitation Method을 통해 Transversely Isotropic한 재료의 공진 주파수를 측정함으로써 복합재료의 탄성계수를 구하였다. Timoshenko Beam Equation식에 나타나는 회전관성효과와 전단변형을 고려하였을 때와 고려하지 않았을 때 재료의 탄성계수에 변화가 어떻게 나타나는 가를 관찰하였다.

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Mechanical parameters detection in stepped shafts using the FEM based IET

  • Song, Wenlei;Xiang, Jiawei;Zhong, Yongteng
    • Smart Structures and Systems
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    • 제20권4호
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    • pp.473-481
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    • 2017
  • This study suggests a simple, convenient and non-destructive method for investigation of the Young's modulus detection in stepped shafts which only utilizes the first-order resonant frequency in flexural mode and dimensions of structures. The method is based on the impulse excitation technique (IET) to pick up the fundamental resonant frequencies. The standard Young's modulus detection formulas for rectangular and circular cross-sections are well investigated in literatures. However, the Young's modulus of stepped shafts can not be directly detected using the formula for a beam with rectangular or circular cross-section. A response surface method (RSM) is introduced to design numerical simulation experiments to build up experimental formula to detect Young's modulus of stepped shafts. The numerical simulation performed by finite element method (FEM) to obtain enough simulation data for RSM analysis. After analysis and calculation, the relationship of flexural resonant frequencies, dimensions of stepped shafts and Young's modulus is obtained. Numerical simulations and experimental investigations show that the IET method can be used to investigate Young's modulus in stepped shafts, and the FEM simulation and RSM based IET formula proposed in this paper is applicable to calculate the Young's modulus in stepped shaft. The method can be further developed to detect mechanical parameters of more complicated structures using the combination of FEM simulation and RSM.

최소 분산 캡스트럼을 이용한 노이즈 속에 묻힌 임펄스 검출 방법-베어링 결함 검출에의 적용 (Detection of Impulse Signal in Noise Using a Minimum Variance Cepstrum -Application on Faults Detection in a Bearing System)

  • 최영철;김양한
    • 소음진동
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    • 제10권6호
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    • pp.985-990
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    • 2000
  • The signals that can be obtained from rotating machines often convey the information of machine. For example, if the machine under investigation has faults, then these signals often have pulse signals, embedded in noise. Therefore the ability to detect the fault signal in noise is major concern of fault diagnosis of rotating machine, In this paper, minimum variance cepstrum (MV cepstrum) . which can easily detect impulse in noise, has been applied to detect the type of faults of ball bearing system. To test the performance of this technique. various experiments have been performed for ball bearing elements that have man made faults. Results show that minimum variance cepstrum can easily detect the periodicity due to faults and also shows the pattern of excitation by the faults.

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New accuracy indicator to quantify the true and false modes for eigensystem realization algorithm

  • Wang, Shuqing;Liu, Fushun
    • Structural Engineering and Mechanics
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    • 제34권5호
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    • pp.625-634
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    • 2010
  • The objective of this paper is to apply a new proposed accuracy indicator to quantify the true and false modes for Eigensystem Realization Algorithm using output-based responses. First, a discrete mass-spring system and a simply supported continuous beam were modelled using finite element method. Then responses are simulated under random excitation. Natural Excitation Technique using only response measurements is applied to compute the impulse responses. Eigensystem Realization Algorithm is employed to identify the modal parameters on the simulated responses. A new accuracy indicator, Normalized Occurrence Number-NON, is developed to quantitatively partition the realized modes into true and false modes so that the false portions can be disregarded. Numerical simulation demonstrates that the new accuracy indicator can determine the true system modes accurately.

충격공진법을 이용한 콘크리트 원판 시편의 탄성계수 추정에 크기 인자가 미치는 영향 (Effect of Size Factor on Estimating Elastic Modulus of Disk-Shaped Concrete Specimen Using Impact Resonance Test)

  • 김민석;손정진;이창준;정철우
    • 한국건축시공학회지
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    • 제23권1호
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    • pp.11-22
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    • 2023
  • 본 연구에서는 디스크형 공시체를 활용하여 콘크리트의 깊이별 열화도를 평가하기 위한 방법을 개발하고자 하였다. 이를 위해 원통형 콘크리트 시편의 동탄성계수는 양단자유공진주기법을, 디스크형 콘크리트 시편의 동탄성계수는 임펄스 기법과 충격공진기법을 활용하여 측정하였고, 이를 비교 분석하였다. 실험결과, 임펄스 기법 및 충격공진기법 모두 동일한 지름일 경우 두께가 두꺼워지면 디스크 시편의 동탄성계수는 원주형 공시체의 동탄성계수에 가깝게 측정되었으며, 그 값의 변동성 은 줄어들었다. 또한 같은 (두께)/(반지름) 비율일 경우 지름이 증가하면 디스크 시편의 동탄성계수 측정값의 변동성은 감소하였고, 이러한 경향은 충격공진기법을 이용한 측정에서 더욱 분명하게 나타났다. 디스크의 동탄성계수 측정 시 지름 100mm, 두께25mm의 시편에 대해 충격공진기법을 이용하는 것이 오차율을 줄일 수 있는 방법으로 확인되었다.

적층식 석탑의 진동 시스템 인식 (System Identification for Structural Vibration of Layered Stone Pagoda System)

  • 김병화
    • 한국지진공학회논문집
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    • 제21권5호
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    • pp.237-244
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    • 2017
  • This study proposes a numerical model to explain the closely placed double modes in the vibration of a layered stone pagoda system. The friction surface between the stones is modelled as the Timoshenko finite element while each stone layer is modelled as a rigid body. It is assumed that the irregular asperity on the friction surface enables the stone to be excited. This results in the closely placed modes that are composed of natural modes and self-excited modes. To examine the validity of the proposed model, a set of modal testing and analysis for a layered stone pagoda mock-up model has been conducted and a set of closely placed double modes are extracted. Applying the extended sensitivity-based system identification technique, the various system parameters are identified so that the modal parameters of the proposed numerical model are the same with those of the experimental mock-up. For a horizontal impulse excitation, the simulated acceleration responses are compared with measurements.

Design and experimental characterization of a novel passive magnetic levitating platform

  • Alcover-Sanchez, R.;Soria, J.M.;Perez-Aracil, J.;Pereira, E.;Diez-Jimenez, E.
    • Smart Structures and Systems
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    • 제29권3호
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    • pp.499-512
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    • 2022
  • This work proposes a novel contactless vibration damping and thermal isolation tripod platform based on Superconducting Magnetic Levitation (SML). This prototype is suitable for cryogenic environments, where classical passive, semi active and active vibration isolation techniques may present tribological problems due to the low temperatures and/or cannot guarantee an enough thermal isolation. The levitating platform consists of a Superconducting Magnetic Levitation (SML) with inherent passive static stabilization. In addition, the use of Operational Modal Analysis (OMA) technique is proposed to characterize the transmissibility function from the baseplate to the platform. The OMA is based on the Stochastic Subspace Identification (SSI) by using the Expectation Maximization (EM) algorithm. This paper contributes to the use of SSI-EM for SML applications by proposing a step-by-step experimental methodology to process the measured data, which are obtained with different unknown excitations: ambient excitation and impulse excitation. Thus, the performance of SSI-EM for SML applications can be improved, providing a good estimation of the natural frequency and damping ratio without any controlled excitation, which is the main obstacle to use an experimental modal analysis in cryogenic environments. The dynamic response of the 510 g levitating platform has been characterized by means of OMA in a cryogenic, 77 K, and high vacuum, 1E-5 mbar, environment. The measured vertical and radial stiffness are 9872.4 N/m and 21329 N/m, respectively, whilst the measured vertical and radial damping values are 0.5278 Nm/s and 0.8938 Nm/s. The first natural frequency in vertical direction has been identified to be 27.39 Hz, whilst a value of 40.26 Hz was identified for the radial direction. The determined damping values for both modes are 0.46% and 0.53%, respectively.

SAW 여기를 위한 EMAT의 설계 및 제작에 관한 연구 (Design and Fabrication of EMAT for Excitation of SAW)

  • 김흥기;이재승;전계석
    • 한국음향학회지
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    • 제9권3호
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    • pp.24-30
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    • 1990
  • 본 연구에서는 표면에서 한파장 깊이 이내에 존재하는 결함 검출에 우수한 특성을 나타내는 meander line형 EMAT를 설계, 제작하고 그 특성을 연구분석하였다. 효율적인 동 자기장을 위하여 간격 0.72mm와 폭 0.65mm의 코일을 구성하였으며 정 자기장을 위하여 1500 가우스의 자석군을 구성하였다. 제작된 EMAT는 중심 주파수 2MHz, 비대역폭 36%를 가지며 임펄스응답 특성은 0.15 mm의 비접촉 방법으로 측정되어 이론과 비교되었고 중심 주파수에서의 삽입손실은 45.46 dB로 측정되었다.

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