• 제목/요약/키워드: damping model

검색결과 1,666건 처리시간 0.029초

승용차용 MR 댐퍼의 댐핑력 이력현상 모델 (Hysteresis Model of Damping Forces of MR Damper for a Passenger Car)

  • 이순규;최승복
    • 한국자동차공학회논문집
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    • 제9권1호
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    • pp.189-197
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    • 2001
  • This paper presents hysteresis models of damping forces of a magneto-rheological (MR) damper which is applicable to a middle-sized passenger vehicle. After manufacturing a cylindrical type of the MR damper, its field-dependant damping force and hysteresis behavior are experimentally evaluated. Three different models ; Bingham model, Bouc-Wen model and Polynomial model are provided to predict the hysteretic damping force. The damping force characteristics predicted from three different models are compared with the measured results under various excitation conditions.

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지반의 감쇠 거동를 위한 복합 모델 개발 (Development of a Combined Model for Soil Damping Behavior)

  • 배윤신
    • 한국도로학회논문집
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    • 제10권2호
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    • pp.27-33
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    • 2008
  • 다양한 지반의 모델들을 이용한 감쇠 거동을 식제 지반의 감쇠 거동과 비교하였다. 지반의 감쇠 거동을 예측하기 위해 몇 가지 비선형 지반 모델들을 이용하고 평가하였다. 지반 거동을 대략적으로 잘 묘사하기 위해 비점성 감쇠 및 이력감쇠 거동은 모두 고려하는 복합 감쇠 모델이 개발 되었다. 이 모델의 장점 및 문제점이 논의 되었다.

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장주기 표류운동의 감쇠력에 관한 연구 (Experimental Study on Slow Drift Motion Damping)

  • 김현조;홍사영;김진하
    • 대한조선학회논문집
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    • 제39권4호
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    • pp.24-31
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    • 2002
  • 계류된 FPSO와 DP로 위치를 유지하는 셔틀탱커에 있어 장주기 표류운동의 특성은 매우 중요하다. 장주기 공진 운동 해석에 있어 표류감쇠력의 중요성은 아무리 강조해도 지나침이 없으나 감쇠력 발생의 원인이 너무도 다양하기 때문에 아직까지 이론에 의해 정확한 감쇠력을 추정하기가 어렵다. 따라서 모형시험을 통한 표류감쇠력을 이용하는 것이 시뮬레이션에서 장주기 운동예측치의 신뢰성을 높이는 방법이다. 본 논문에서는 FPSO, 셔틀탱커 등의 표류감쇠력의 실험 예측치를 구하기 위해 탱커 선형의 장주기 표류운동 감쇠력을 계측하였다. 파도, 바람, 조류 등에 의한 영향을 살펴보았으며 추진기 작동유무에 따른 장주기 운동감쇠력의 변화를 고찰하였다.

사장교 케이블 댐퍼시스템 개발과 검증실험 (Development of Cable Damper System and Its Verification Test)

  • 서주원;김남식;서정인;정운
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2001년도 춘계학술대회 논문집
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    • pp.394-402
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    • 2001
  • In order to lessen cable vibration, new cable damper system with high damping rubber was developed using the basis of the LRB design scheme. The analysis model of cable damper system incorporate voigt-kelvin damper model into the nonlinear cable analysis model. To achieve maximum damping capacity both reducing damper stiffness and developing high damping rubber were performed. As a result of verification test, the high damping rubber damper show its effectiveness in improving cable damping capacity.

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ER 댐퍼의 이력현상을 고려한 댐핑력 특성 고찰 (Damping Force Characteristics of ER Damper Considering Hysteresis)

  • 홍성룡;송현정;한상수;최승복
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2002년도 춘계학술대회논문집
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    • pp.489-494
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    • 2002
  • This paper presents hydraulic model which can capture the hysteric damping force behavior of ER damper. A flow mode rue ER damper is manufactured, and its field-dependent damping forces are measured. Newly proposed hydraulic model which derived from physical hydro-mechanical parameters of ER damper are conventional Bingham model are investigated to represent the field-dependent damping force characteristics of ER damper. After principal parameters of two models are estimated from the measured damping forces data, the force vs velocity hysteresis cycles are then reconstructed. The results show that the proposed hydraulic model can capture the hysteresis behavior of ER damper accurately.

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와전류감쇠의 모델링 및 특성 실험에 관한 연구 (A study on Modeling and Experiments of an Eddy Current Damping)

  • 박정삼;곽동기;배재성;황재혁
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2008년도 춘계학술대회논문집
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    • pp.250-254
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    • 2008
  • Eddy currents are induced when a nonmagnetic conductive material is moving subjected to the magnetic field due to a permanent magnet. These currents circulates in the conductive material and are dissipated, causing a repulsive force between the magnet and the conductor. Using this concept, the eddy current damping can be used as a viscous damping. The present study investigates the characteristics of a magnetic damping analytically and experimentally. The theoretical model of a eddy current damping is developed from electromagnetics and is verified from experiments. The drop test of a magnet in the cooper tube shows that the present model can accurately predict the damping force. Additionally, the dynamic test of a eddy current damping is carried to verify the present model.

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Modelling and FEA-simulation of the anisotropic damping of thermoplastic composites

  • Klaerner, Matthias;Wuehrl, Mario;Kroll, Lothar;Marburg, Steffen
    • Advances in aircraft and spacecraft science
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    • 제3권3호
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    • pp.331-349
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    • 2016
  • Stiff and light fibre reinforced composites as used in air- and space-craft applications tend to high sound emission. Therefore, the damping properties are essential for the entire structural and acoustic engineering. Viscous damping is an established and reasonably linear model of the dissipation behaviour. Commonly, it is assumed to be isotropic and constant over all modes. For anisotropic materials it depends on the fibre orientation as well as the elastic and thermal material properties. To portray the orthogonal anisotropic behaviour, a model for unidirectional fibre reinforced plastics (frp) has been developed based on the classical laminate theory by ADAMS and BACON starting in 1973. Their approach includes three damping coefficients - for longitudinal damping in fibre direction, damping transversal to the fibres and shear based dissipation. The damping of a laminate is then accumulated layer wise including the anisotropic stiffness. So far, the model has been applied mainly to thermoset matrix materials. In this study, an experimental parameter estimation for different thermoplastic frp with angle ply and cross ply layups was carried out by measuring free vibrations of cantilever beams. The results show potential and limits of the ADAMS/BACON damping criterion. In addition, a possibility of modelling the anisotropic damping is shown. The implementation in standard FEA software is used to study the influence of boundary conditions on the damping properties and numerically estimate the radiated sound power of thin-walled frp parts.

Damping 요소를 첨가한 매칭 퍼슈잇 정현파 모델링 (Matching Pursuit Sinusoidal Modeling with Damping Factor)

  • 정규혁;김종학;임정우;주기호;이인성
    • 대한전자공학회논문지SP
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    • 제44권1호
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    • pp.105-113
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    • 2007
  • 본 논문은 정현파 모델 기반의 코덱을 위한 매칭 퍼슈잇(Matching Pursuit)의 성능을 개선시킨 새로운 정현파 모델링을 제안한다. 제안하는 damping 요소를 첨가한 매칭 퍼슈잇 정현파 모델링은 과거와 현재 프레임에서 파라미터들간의 상관성을 이용하여 damping 요소를 정의하고 현재 프레임에서 보다 정확한 정현파 파라미터를 damping 요소에 따라 매칭 퍼슈잇 방법으로 추출한 후 합성한다. 따라서 인접 프레임과의 보간 없이 현재 프레임에서의 정현파 파라미터만으로 효율적인 모델링이 가능하다. 제안한 모델링 방법은 보간법을 사용한 일반적인 정현파 모델과 달리 추가지연을 가지지 않으면서 유성음 구간 신호뿐만 아니라 모든 구간에서 개선된 음질을 보인다. 제안한 모델링 방법의 성능을 SNR, MOS값, LR(Itakura-Saito likelihood ratio), CD(cepstral distance)를 통해 보간법을 사용한 매칭 퍼슈잇과 비교 평가한다.

댐핑 와이어를 갖는 새도우 마스크의 해석모델에 대한 실험적 검증 (Experimental Verification of Analysis Model of the Shadow Mask with Damping Wires)

  • 김성대;김원진;이종원
    • 한국소음진동공학회논문집
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    • 제12권9호
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    • pp.731-737
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    • 2002
  • Nonlinear vibration of the CRT shadow mask with impact damping wires is analyzed in consideration of the mask tension distribution and the effect of wire impact damping. A reduced order FEM model of the shadow mask is obtained from dynamic condensation of the mass and stiffness matrices, and damping wire is modeled using the lumped parameter method to effectively describe its contact interactions with the shadow mask. The nonlinear contact-impact model is composed of spring and damper elements, of which parameters are determined from the Hertzian contact theory and the restitution coefficient, respectively. The analysis model of the shadow mask with damping wires is experimentally verified through impact tests of shadow masks performed in a vacuum chamber.

층간응력의 효과를 고려한 단일방향 900복합재 적층보의 진동감쇠 해석 (Vibraion Damping Analysis in $90^0$ Laminated Beam Considering the Effect of Interlaminar Stess)

  • 임종휘
    • 대한기계학회논문집A
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    • 제24권5호
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    • pp.1261-1270
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    • 2000
  • This paper is concerned with the development of a general model for predicting material damping in laminates based on the strain energy method. In this model, the effect of interlaminar stress on damping is taken into accounts along with those of in-plane extension/compression and in-plane shear. The model was verified by carrying out the damping measurements on $90^0$ unidirectional composite beams varying length and thickness. The analytical predictions were favorably compared with the experimental data. The transverse shear($$\sigma$_{yz}$) appears to have a considerable influence on the damping behaviors in $90^0$ unidirectional polymer composites. However, the other interlaminar stresses($$\sigma$_{xz}$, $$\sigma$_z$) were shown to have little impact on vibration damping in $90^0$ laminated composite beam.