• 제목/요약/키워드: VEM

검색결과 13건 처리시간 0.025초

회전하는 복합재-VEM 박판보의 GHM 기법을 이용한 진동해석 (The Vibration Analysis of Composite-VEM Thin-Walled Rotating Beam Using GHM Methodology)

  • 박재용;나성수
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2004년도 춘계학술대회논문집
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    • pp.337-341
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    • 2004
  • This paper concerns the analytical modeling and dynamic analysis of advanced rotating blade structure implemented by a dual approach based on structural tailoring and viscoelastic materials technology. Whereas structural tailoring uses the directionality properties of advanced composite materials, the passive materials technology exploits the damping capabilities of viscoelastic material(VEM) embedded into the host structure. The structure is modeled as a composite thin-walled beam incorporating a number of nonclassical features such as transverse shear, warping restraint, anisotropy of constituent materials, and warping and rotary inertias. The VEM layer damping treatment is modeled by using the Golla-Mushes-McTavish(GHM) method, which is employed to account for the frequency-dependent characteristic o the VEM. The displayed numerical results provide a comprehensive picture of the synergistic implications of the application of both techniques, namely, the tailoring and damping technology on vibration response of thin-walled beam structure exposed to external time-dependent excitations.

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GHM 기법을 이용한 회전하는 복합재-VEM 박판보의 진동해석 (Vibration Analysis of Composite-VEM Thin-walled Rotating Beam Using GHM Methodology)

  • 박재용;박철휴;곽문규;나성수
    • 한국소음진동공학회논문집
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    • 제14권7호
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    • pp.639-647
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    • 2004
  • This paper concerns the analytical modeling and dynamic analysis of advanced rotating blade structure implemented by a dual approach based on structural tailoring and viscoelastic material technology. Whereas structural tailoring uses the directionality properties of advanced composite materials, the passive material technology exploits the damping capabilities of viscoelastic material (VEM) embedded into the host structure. The main structure is modeled as a composite thin-walled beam Incorporating a number of nonclassical features such as transverse shear. anisotropy of constituent materials, and rotary inertia etc. The VEM layer damping treatment is modeled by using the Golla-Hughes-McTavish (GHM) method, which is employed to account for the frequency-dependent characteristics of the VEM. The displayed numerical results provide a comprehensive picture of the synergistic implications of both techniques, namely, the tailoring and damping technology on dynamic response of a thin-walled beam structure exposed to external time-dependent excitation.

Dynamic Response Analysis of Rotating Composite-VEM Thin-Walled Beams Incorporating Viscoelastic Materials in the Time Domain

  • Na Sung-Soo;Park Jae-Yong;Park Chul-H.;Kwak Moon-K.;Shim Jae-Hong
    • Journal of Mechanical Science and Technology
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    • 제20권8호
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    • pp.1139-1148
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    • 2006
  • This paper addresses the analytical modeling and dynamic response of the advanced composite rotating blade modeled as thin-walled beams and incorporating viscoelastic material. The blade model incorporates non-classical features such as anisotropy, transverse shear, rotary inertia and includes the centrifugal and coriolis force fields. The dual technology including structural tailoring and passive damping technology is implemented in order to enhance the vibrational characteristics of the blade. Whereas structural tailoring methodology uses the directionality properties of advanced composite materials, the passive material technology exploits the damping capabilities of viscoelastic material (VEM) embedded into the host structure. The VEM layer damping treatment is modeled by using the Golla-Hughes-McTavish (GHM) method, which is employed to account for the frequency-dependent characteristics of the VEM. The case of VEM spread over the entire span of the structure is considered. The displayed numerical results provide a comprehensive picture of the synergistic implications of both techniques, namely, the tailoring and damping technology on the dynamic response of a rotating thin-walled b ε am exposed to external time-dependent excitations.

VARIANCE ESTIMATION OF ERROR IN THE REGRESSION MODEL AT A POINT

  • Oh, Jong-Chul
    • Journal of applied mathematics & informatics
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    • 제13권1_2호
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    • pp.501-508
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    • 2003
  • Although the estimate of regression function is important, some have focused the variance estimation of error term in regression model. Different variance estimators perform well under different conditions. In many practical situations, it is rather hard to assess which conditions are approximately satisfied so as to identify the best variance estimator for the given data. In this article, we suggest SHM estimator compared to LS estimator, which is common estimator using in parametric multiple regression analysis. Moreover, a combined estimator of variance, VEM, is suggested. In the simulation study it is shown that VEM performs well in practice.

점탄성-복합재 박판 블레이드 구조물의 진동 해석 (Dynamic Analysis of Viscoelastic Composite Thin-Walled Blade Structures)

  • 신재현;나성수;박철휴
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 추계학술대회
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    • pp.1684-1689
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    • 2003
  • This paper concerns the analytical modeling and dynamic analysis of advanced cantilevered blade structure implemented by a dual approach based on structural tailoring and viscoelastic materials technology. Whereas structural tailoring uses the directionality properties of advanced composite materials, the passive materials technology exploits the damping capabilities of viscoelastic material(VEM) embedded into the host structure. The structure is modeled as a composite thin-walled beam incorporating a number of nonclassical features such as transverse shear, secondary warping, anisotropy of constituent materials, and rotary inertias. The case of VEM spreaded over the entire span of the structure is considered. The displayed numerical results provide a comprehensive picture of the synergisitic implications of the application of both techniques, namely, the tailoring and damping technology on vibration response of thin-walled beam structure exposed to external time-dependent excitations.

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만성기도폐쇄를 보이는 환자에서 환기성역치 측정 (Measurement of Ventilatory Threshold in the Patients with Chronic Airway Obstruction)

  • 이계영;지영구;김건열
    • Tuberculosis and Respiratory Diseases
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    • 제44권2호
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    • pp.309-320
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    • 1997
  • 연구배경 : 혈중 유산농도를 측정함으로써 결정되는 무산소역치(유산역치)는 관혈적이라는 제한점이 있어, 운동부하시 유산증가에 수반되는 환기적부하에 반응하는 여러환기지표에서 비관혈적으로 무산소역치 (환기성역치)를 측정하는 방법들이 제시되어 있고, 이들에는 환기 당량법, 종말호기 산소분압법, V-경사법, 호흡지수법 등이 알려져 있다. 무산소역치를 반영하는 환기성 역치의 타당도에 관하여 논란이 없는 것은 아니지만, 일관성있는 방법적 신뢰도가 유효하다면 운동능력 평가에 있어서 환기성역치의 유용성이 인정된다는 일반적인 의견이다. 그러나 이미 환기장애가 초래되어 있는 만성기도폐쇄를 보이는 환자에서는 운동증가에 따르는 유산증가에 대처하는 환기반응이 적절하지 못하므로 환기성역치가 무산소역치를 반영하지 못한다는 지적이 었다. 만성기포폐쇄를 보이는 환자에서 상기한 네가지 환기성역치 측정방법들의 역치검출율과 신뢰도를 확인하기 위하여 본 연구를 시행하였다. 방 법 : 12명의 정상대조군과 17명의 만성기도폐쇄 환자군을 대상으로 증상제한적 최대운동부하검사(정상군 : 25 W/min, 만성기도폐쇄군 10 W/min)를 실시한 후 환기당량법, 종말호기산소분압법, V-경사법, 호흡지수법 등에 의해 환기성역치를 구한 후 상관계수를 구하여 유의성을 검증하였다. 결 과 : 각 환기성역치 측정방법에 의한 역치 검출율은 정상대조군에서 호흡지수법이 100%, 환기당량법과 종말호기 산소분압법이 91.7%로 같은 빈도를 보였고, V-경사법은 83.3%의 빈도를 보여 점반적으로 비교적 높은 빈도의 검출율을 보인 반면, 만성기도폐쇄군에서 호흡지수법이 94.1%로 가장 높았으나 환기당량법과 종말호기 산소분압법이 64.7%의 같은 검출빈도로 정상대조군에 비해 현저히 감소되었고, V-경사법은 83.3%로 정상대조군과 검출율에 있으서 같은 빈도를 보였다. 각 환기성역치 측정방법들의 유의성을 검증한 결과 정상대조군에서는 호흡지수법을 제외한 환기당량법과 종말호기 산소분압법, 그리고 V-경사법 등간에 모두 유의한 상관관계를 보인 반면 만성기도폐쇄군애서는 환기당량법과 종말호기 산소분압법사이에서만 상관계수가 0.9860으로 정상대조군에서처럼 매우 높은 일치도를 보였고 나머지 방법들간에는 그 어느 조합도 유의한 상관관계를 확인할 수 없었다. 결 론 : 호흡지수법은 매우 예민하지만 신뢰성이 떨어지는 방법이고, 환기당량법과 종말호기 산소분압법은 거의 유사한 방법이며, 환기능이 정상인 사람에서는 환기성역치 측정이 무산소역치를 반영하는 유용성이 었다고 판단되지만 만성기도폐쇄 환자에서는 그 유용성이 떨어진다고 생각된다.

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능동 감쇠층을 이용한 아크형태 쉘 모델에 대한 진동특성 연구 (Vibration Control of Arc Type Shell using Active Constrained Layer Damping)

  • 고성현;박현철;박철휴;황운봉
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2002년도 춘계학술대회논문집
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    • pp.1032-1038
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    • 2002
  • The Active Constrained Layer Damping(ACLO) combines the simplicity and reliability of passive damping with the low weight and high efficiency of active control to attain high damping characteristics. The proposed ACLD treatment consists of a viscoelastic damping which is sandwiched between an active piezoelectric layer and a host structure. In this manner, the smart ACLD consists of a Passive Constrained Layer Damping(PCLD) which is augmented with an active control in response to the structural vibrations. The Arc type shell model is introduced to describe the interactions between the vibrating host structure, piezoelectric actuator and visco damping, The system is modeled by applying ARMAX model and changing a state-space form through the system identification method. An optimum control law for piezo actuator is obtain by LQR(Linear Quadratic Regulator) Method. The performance of ACLD system is determined and compared with PCLD in order to demonstrate the effectiveness of the ACLD treatment, Also, the actuation capability of a piezo actuator is examined experimentally by using various thickness of Viscoelastic Materials(VEM).

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Comparisons of smart damping treatments based on FEM modeling of electromechanical impedance

  • Providakis, C.P.;Kontoni, D.P.N.;Voutetaki, M.E.;Stavroulaki, M.E.
    • Smart Structures and Systems
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    • 제4권1호
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    • pp.35-46
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    • 2008
  • In this paper the authors address the problem of comparing two different smart damping techniques using the numerical modelling of the electro-mechanical impedance for plate structures partially treated with active constrained layer damping treatments. The paper summarizes the modelling procedures including a finite element formulation capable of accounting for the observed behaviour. The example used is a smart cantilever plate structure containing a viscoelastic material (VEM) layer sandwiched between a piezoelectric constrained layer and the host vibrating plate. Comparisons are made between active constrained layer and active damping only and based on the resonance frequency amplitudes of the electrical admittance numerically evaluated at the surface of the piezoelectric model of the vibrating structure.

Robust and Efficient 3D Model of an Electromagnetic Induction (EMI) Sensor

  • Antoun, Chafic Abu;Perriard, Yves
    • Journal of international Conference on Electrical Machines and Systems
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    • 제3권3호
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    • pp.325-330
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    • 2014
  • Eddy current induction is used in a wide range of electronic devices, for example in detection sensors. Due to the advances in computer hardware and software, the need for 3D computation and system comprehension is a requirement to develop and optimize such devices nowadays. Pure theoretical models are mostly limited to special cases. On the other hand, the classical use of commercial Finite Element (FE) electromagnetic 3D models is not computationally efficient and lacks modeling flexibility or robustness. The proposed approach focuses on: (1) implementing theoretical formulations in 3D (FE) model of a detection device as well as (2) an automatic Volumetric Estimation Method (VEM) developed to selectively model the target finite elements. Due to these two approaches, this model is suitable for parametric studies and optimization of the number, location, shape, and size of PCB receivers in order to get the desired target discrimination information preserving high accuracy with tenfold reduction in computation time compared to commercial FE software.

수동적층보의 스펙트럴요소 해석 (Spectral Element Analysis of a PCLD beam)

  • 유성준;이우식
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2007년도 정기 학술대회 논문집
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    • pp.619-624
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    • 2007
  • Spectral element method (SEM) is introduced for the fully coupled structural dynamic problems, In this paper, the beam with passive constrained layered damping (PCLD) treatments is considered as a representative problems. The beam consists of a viscoelastic layer that is sandwiched between the base beam structure and an elastic layer, The fully coupled equations of motion for a PCLD beam are derived, The equations of motion are derived first by using Hamilton's principle, From this equations of motion, the spectral element is formulated for the vibration analysis by use of the SEM, As an illustrative example, a cantilevered beam is considered. It is shown that, as the thickness of VEM layer vanishes, the results become a simple layer beam's that.

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