• 제목/요약/키워드: cantilever structures

검색결과 344건 처리시간 0.027초

Wideband and 2D vibration energy harvester using multiple magnetoelectric transducers

  • Yang, Jin;Yu, Qiangmo;Zhao, Jiangxin;Zhao, Nian;Wen, Yumei;Li, Ping
    • Smart Structures and Systems
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    • 제16권4호
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    • pp.579-591
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    • 2015
  • This paper investigates a magnetoelectric (ME) vibration energy harvester that can scavenge energy in arbitrary directions in a plane as well as wide working bandwidth. In this harvester, a circular cross-section cantilever rod is adopted to extract the external vibration energy due to the capability of it's free end oscillating in arbitrary in-plane directions. And permanent magnets are fixed to the free end of the cantilever rod, causing it to experience a non-linear force as it moves with respect to stationary ME transducers and magnets. The magnetically coupled cantilever rod exhibits a nonlinear and two-mode motion, and responds to vibration over a much broader frequency range than a standard cantilever. The effects of the magnetic field distribution and the magnetic force on the harvester's voltage response are investigated with the aim to obtain the optimal vibration energy harvesting performances. A prototype harvester was fabricated and experimentally tested, and the experimental results verified that the harvester can extract energy from arbitrary in-plane directions, and had maximum bandwidth of 5.5 Hz, and output power of 0.13 mW at an acceleration of 0.6 g (with $g=9.8ms^{-2}$).

적합도에 따른 ITI 임플란트 지지 고정성 국소의치의 삼차원 유한요소 분석 (Three Dimensional Finite Element Analysis on ITI Implant Supported Fixed Partial Dentures with Various Fitting Accuracy)

  • 최민호;이일권;김유리;조혜원
    • 구강회복응용과학지
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    • 제22권1호
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    • pp.75-87
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    • 2006
  • The purpose of this study was to investigate the effects of prostheses misfit, cantilever on the stress distribution in the implant components and surrounding bone using three dimensional finite element analysis. Two standard 3-dimensional finite element models were constructed: (1) 3 ITI implant supported, 3-unit fixed partial denture and (2) 3 ITI implant supported, 3-unit fixed partial denture with a distal cantilever. variations of the standard finite element models were made by placing a $100{\mu}m$ or $200{\mu}m$ gap between the fixture, the abutment and the crown on the second premolar and first molar. Total 14 models were constructed. In each model, 244 N of vertical load and 244 N of $30^{\circ}$ oblique load were placed on the distal marginal ridge of the distal molar. von Mises stresses were recorded and compared in the crowns, abutments, crestal compact bones, and trabecular bones. The results were obtained as follows: 1. In the ITI implant system, cement-retained prostheses showed comparatively low stress distributions on all the implant components and fixtures regardless of the misfit sizes under vertical loading. The stresses were increased twice under oblique loading especially in the prostheses with cantilever, but neither showed the effects of misfit size. 2. Under the oblique loading and posterior cantilever, the stresses were highly increased in the crestal bones around ITI implants, but effects of misfit were not shown. Although higher stresses were shown on the apical portion of trabecular bones, the effects by misfit were little and the stresses were increased by the posterior cantilever. 3. When the cement loss happened in the ITI implant supported FPD with misfit, the stresses were increased in the implant componets and supporting structures.

벡터채널 격자필터를 이용한 시스템 파라미터 추정 (Estimation of system parameters by vector channel lattice filter)

  • 장세경;황원걸;기창두
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1992년도 한국자동제어학술회의논문집(국내학술편); KOEX, Seoul; 19-21 Oct. 1992
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    • pp.917-922
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    • 1992
  • Resently there have been increasing interests in adaptive identification and control of flexible structures. In this paper, vector channel lattice filters and their applications to parameter identification of flexible structures are studied. Numerical examples are given to show its performace to estimate the natural frequencies of 5-mass system. It is observed that vector channel lattice filter convetges quickly and identifies modal frequencies even when some of them is unobservable for some measurements. Experimental results demonstrated the ability of the lattice filter to identify the natural frequencies and the damping ratios of cantilever beam and pipe.

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보형태 빌딩구조물의 최적 강성 분배에 관하여 (On the Optimal Distribution of Structural Stiffness in Beam-type Buildings)

  • 최동호
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1998년도 가을 학술발표회 논문집
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    • pp.314-321
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    • 1998
  • This paper presents motion based design methodology for structures. Current design methodologies are primarily strength-based. Such methods are adequate when strength is expected to govern the design. But as the slenderness of structures increases, motion such as displacement and acceleration becomes the dominant criterion. In this paper, a preliminary design approach for beam-type buildings, where motion dominates the design, is discussed by effectively distributing the magnitude of structural stiffness to control the distribution of displacement under service load. This analytic development is illustrated using a cantilever beam as the structure under static loads, free vibration, and forced vibration.

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개선된 진화론적 구조최적화에 의한 트러스 구조물의 형태결정 (Topology Decision of Truss Structures by Advanced Evolutionary Structural Optimization Method)

  • 정세형;편해완
    • 한국공간구조학회논문집
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    • 제3권3호
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    • pp.67-74
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    • 2003
  • The purpose of this study is to improve convergence speed of topology optimization procedure using the existing ESO method and to deal with topology decision of the truss structures according to a boundary condition, such as cantilever type. At the existing ESO topology optimization procedure for the truss structures, the adjustment of member sizes according to target stress has been executed by increasing or reducing a very small value from each member size. In this case, it takes too much iteration till convergence. Accordingly, it is practically hard to obtain optimum topology for a large scale structures. For that reason, it is necessary to improve convergence speed of ESO method more effectively. During the topology decision procedure, member sizes are adjusted by calculating approximate solution for member sizes corresponding to the target stress at every step, the new member sizes are adjusted by such method are applied in FEA procedure of next step.

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WSN을 위한 Xenomai의 실험적 성능평가 (An Experimental Performance Evaluation with Xenomai for WSN)

  • 손태영;임성락
    • 한국산학기술학회논문지
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    • 제18권1호
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    • pp.709-714
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    • 2017
  • 다리 혹은 건물과 같은 구조물들은 그들의 안전상태를 진단하기 위하여 지속적으로 점검할 필요가 있다. 그러나 사람이 이러한 구조물의 모든 지점을 직접적으로 접근하여 점검해야 하는 치명적인 어려움이 있다. 이러한 어려움을 극복하기 위하여 오늘날에는 WSN(Wireless Sensor Node)를 이용한 SHM(Structural Health Monitoring)에 대한 많은 연구가 활발히 이루어지고 있다. 본 논문에서는 WSN을 이용한 SHM에서 보다 정밀한 점검을 위하여 실시간 처리를 제공하는 Xenomai의 성능을 기존 리눅스 커널과 실험적으로 비교 평가하였다. 이를 위하여 상용 임베디드 보드인 라즈베리 파이(Raspberry Pi) 보드의 기존 리눅스 커널에 Xenomai를 패치 시키고, 캔틸레버 빔(cantilever beam)의 고유 주파수(natural frequency)를 분석하기 위하여 가속도 센서로부터 z-축 진동 데이터를 주기적으로 읽어 들이는 태스크를 구현하였다. 동일한 방법으로 기존 리눅스 커널에서 데이터를 측정한 후, Smart Office Analyzer를 이용하여 캔틸레버 빔의 고유 주파수를 분석하였다. 마지막으로, WSN을 위한 Xenomai의 타당성을 검토하기 위하여 가속도 센서의 z-축 진동 데이터를 유선으로 측정하여 동일한 방법으로 비교 분석하였다.

원자힘현미경을 이용한 지지 지질층의 특성규명 (Characterization of Supported Lipid Layers Using Atomic Force Microscopy)

  • 박진원
    • Korean Chemical Engineering Research
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    • 제47권4호
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    • pp.395-402
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    • 2009
  • 원자힘현미경은 초미세크기의 물리적 특성을 규명하기 위한 수단으로서 지지 지질층의 물리적특성 규명에 이용되어 왔다. 원자힘현미경이 출현하기 이전에는 초미세관점에서 지지 지질층에서 발생하는 물리적 현상의 관찰이 전무하였다. 이 현미경은 탐침바늘(Cantilever)로 표면을 주사(Scanning)함으로써 표면의 초미세 형상(Morphology)을 제공하고 표면에 접근(Approach)했다가 후퇴(Retraction)하는 탐침바늘의 거동을 모니터링함으로써 힘곡선(Force Curve)을 나타낼 수 있다. 형상 파악을 통해 지지 지질층의 구조와 막 단백질이 지질층의 구조에 미치는 영향을 밝히는 연구가 진행되어 왔으며, 힘곡선을 통하여 지지 지질층 표면 특성-기계적 정전기적 특성-에 대한 연구가 진행되었다. 본 총설에서는 원자힘현미경을 이용하여 현재까지 진행된 지지 지질층의 구조와 표면 특성 연구에 대하여 소개하고 향후 연구 진행 방향에 대하여 논의하고자 한다.

Active shape control of a cantilever by resistively interconnected piezoelectric patches

  • Schoeftner, J.;Buchberger, G.
    • Smart Structures and Systems
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    • 제12권5호
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    • pp.501-521
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    • 2013
  • This paper is concerned with static and dynamic shape control of a laminated Bernoulli-Euler beam hosting a uniformly distributed array of resistively interconnected piezoelectric patches. We present an analytical one-dimensional model for a laminated piezoelectric beam with material discontinuities within the framework of Bernoulli-Euler and extent the model by a network of resistors which are connected to several piezoelectric patch actuators. The voltage of only one piezoelectric patch is prescribed: we answer the question how to design the interconnected resistive electric network in order to annihilate lateral vibrations of a cantilever. As a practical example, a cantilever with eight patch actuators under the influence of a tip-force is studied. It is found that the deflection at eight arbitrary points along the beam axis may be controlled independently, if the local action of the piezoelectric patches is equal in magnitude, but opposite in sign, to the external load. This is achieved by the proper design of the resistive network and a suitable choice of the input voltage signal. The validity of our method is exact in the static case for a Bernoulli-Euler beam, but it also gives satisfactory results at higher frequencies and for transient excitations. As long as a certain non-dimensional parameter, involving the number of the piezoelectric patches, the sum of the resistances in the electric network and the excitation frequency, is small, the proposed shape control method is approximately fulfilled for dynamic load excitations. We evaluate the feasibility of the proposed shape control method with a more refined model, by comparing the results of our one-dimensional calculations based on the extended Bernoulli-Euler equations to three-dimensional electromechanically coupled finite element results in ANSYS 12.0. The results with the simple Bernoulli-Euler model agree well with the three-dimensional finite element results.

레이저 간섭계를 이용한 적층 마이크로 외팔보의 고유진동수 측정 (Measurement on the Natural Frequency of a Laminated Cantilever Microbeam using a Laser Interferometer)

  • 김윤영;한봉구
    • 한국전산구조공학회논문집
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    • 제31권1호
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    • pp.17-21
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    • 2018
  • 오늘날까지 적층 마이크로 외팔보의 고유진동수에 대하여 연구가 진행되었다. 마이크로 보는 실리콘 재질로 만들어 지지만, 그것의 상하 표면은 얇은 금 박막층(~30nm)이 증착되어 있다. 초음파 검사를 위해 초음파 테스트 플랫폼을 사용했으며, 시간영역 신호는 광학적으로 측정되었다. 고유진동수는 파형을 고속 Fourier 변환을 통해 정량화하였으며, 결과적으로 고전적인 보 이론과 일치하는 결과를 보여 주었다. 본 연구는 마이크로/나노스케일 재료와 마이크로 구조에 대한 동적평가기법을 제공할 것으로 기대된다.

미립분사가공을 이용한 유리 소재의 가속도 센서 구조물 성형 (Fabrication of the Acceleration Sensor Body of Glass by Powder Blasting)

  • 박동삼;강대규;김정근
    • 한국정밀공학회지
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    • 제23권2호
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    • pp.146-153
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    • 2006
  • Acceleration sensors have widely been used in the various fields of industry. In recent years, micromachining accelerometers have been developed and commercialized by the micromachining technique or MEMS technique. Typical structure of such sensors consist of a cantilever beam and a vibrating mass fabricated on Si wafers using etching. This study investigates the feasibility of powder blasting technique for microfabrication of sensor structures made of the pyrex glass alternating the existing Si based acceleration sensor. First, as preliminary experiment, effect of blasting pressure, mass flow rate of abrasive and no. of nozzle scanning on erosion depth of pyrex and soda lime glass is studied. Then the optimal blasting conditions are chosen for pyrex sensor. Structure dimensions of designed glass sensor are 2.9mm and 0.7mm for the cantilever beam length and width and 1.7mm for the side of square mass. Mask material is from aluminium sheet of 0.5mm in thickness. Machining results showed that tolerance errors of basic dimensions of glass sensor ranged from 3um in minimum to 20um in maximum. This results imply the powder blasting can be applied for micromachining of glass acceleration sensors alternating the exiting Si based sensors.