• 제목/요약/키워드: Current Stiffness

검색결과 449건 처리시간 0.027초

변위센서응용을 위한 피라미드형 실리콘 턴널링소자의 제조 (Fabrication of the pyramid-type silicon tunneling devices for displacement sensor applications)

  • 마대영;박기철;김정규
    • 센서학회지
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    • 제9권3호
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    • pp.177-181
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    • 2000
  • 턴널링 전류는 전극사이의 거리에 지수적으로 비례한다. 따라서 턴널링 전류의 변화측정을 통하여 전극간격의 미세변위를 측정할 수 있다. 본 실험에서는 micro-tip과 membrane사이에 턴널링 전류가 흐르는 피라미드형 실리콘 턴널링소자를 micro-electro-mechanical systems (MEMS) 공정을 이용하여 제조하였다. 단결정 실리콘을 KOH 용액안에서 이방성 에칭 시켜 micro-tip을 제조하였으며, 이때 $SiO_2$막을 마스크로 사용하였다 $Si_3N_4$막으로 membrane을 형성하였다. 마스크 방향에 따른 에칭 진행과정의 차이를 조사하였으며 membrane으로 사용한 $Si_3N_4$막의 stiffness를 측정하였다. 실험으로 측정하기 어려운 영역의 $Si_3N_4$막 stiffness 예측을 위한 모델식을 제시하였다.

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재사용율이 높은 시스템 동바리의 수직재와 수평재 연결부 회전강성 평가 (Evaluation of the Rotational Stiffness of Connections between Vertical and Horizontal Members for the Highly Reusable System Supports)

  • 박지선;송태협
    • 한국건설순환자원학회논문집
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    • 제11권4호
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    • pp.517-526
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    • 2023
  • 현장에서 재사용율이 높은 시스템 동바리를 대상으로 임의 설계와 과도한 가재새 보강을 지양하고자 성능평가를 근거로한 시스템 동바리의 수직재와 수평재의 연결부에 대한 연결 조건을 제시하고자 하였다. 이를 위하여 국내에 가설현장에 널리 사용되는 대표적인 연결재 유형인 디스크형과 포켓형을 대상을 하중방향(수직, 수평)과 가력방법(단조, 반복)에 대하여 회전강성을 평가하였다. 평가결과 현행 설계기준에서 연결재에 대하여 회전강성을 "0"으로 규정한 것과 달리 모든 시편에서 회전강성 값을 확인할 수 있었으며, 최대 회전강성은 디스크형 연결재를 사용하여 수직방향으로 반복 가력한 시편에서 회전강성값이 19.624 kNm/rad로 확인되었다.

Modified sigmoid based model and experimental analysis of shape memory alloy spring as variable stiffness actuator

  • Sul, Bhagoji B.;Dhanalakshmi, K.
    • Smart Structures and Systems
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    • 제24권3호
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    • pp.361-377
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    • 2019
  • The stiffness of shape memory alloy (SMA) spring while in actuation is represented by an empirical model that is derived from the logistic differential equation. This model correlates the stiffness to the alloy temperature and the functionality of SMA spring as active variable stiffness actuator (VSA) is analyzed based on factors that are the input conditions (activation current, duty cycle and excitation frequency) and operating conditions (pre-stress and mechanical connection). The model parameters are estimated by adopting the nonlinear least square method, henceforth, the model is validated experimentally. The average correlation factor of 0.95 between the model response and experimental results validates the proposed model. In furtherance, the justification is augmented from the comparison with existing stiffness models (logistic curve model and polynomial model). The important distinction from several observations regarding the comparison of the model prediction with the experimental states that it is more superior, flexible and adaptable than the existing. The nature of stiffness variation in the SMA spring is assessed also from the Dynamic Mechanical Thermal Analysis (DMTA), which as well proves the proposal. This model advances the ability to use SMA integrated mechanism for enhanced variable stiffness actuation. The investigation proves that the stiffness of SMA spring may be altered under controlled conditions.

광디스크 드라이브의 고속 액세스를 위한 광픽업 액추에이터 메커니즘 설계 (Mechanism Design of Optical Pickup Actuator for Fast Access of Optical Disk Drive)

  • 박준혁;이상헌;백윤수
    • 한국정밀공학회지
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    • 제19권12호
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    • pp.109-119
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    • 2002
  • In this paper, mechanism design of optical pickup actuator for fast access is proposed. This actuator is composed of moving magnet type actuator and moving coil type actuator for tracking and fine motion, respectively. Moving magnet type tracking actuator is configurated by two permanent magnets and four air-core solenoids. Additional damper by induced current in tracking actuator can reduce the transient vibration between the coarse seeking servo and fine seeking servo. Variable stiffness can be acquired by applying current to air-core solenoid simply. This actuator can achieve fast access by these additional damper and stiffness. Performance of this actuator is predicted through the FEM, simulation and simple experiment. Settling time for transient vibration is reduced to 14.7% according to simulation result.

New coefficients to find natural period of elevated tanks considering fluid-structure-soil interaction effects

  • Maedeh, Pouyan Abbasi;Ghanbari, Ali;Wu, Wei
    • Geomechanics and Engineering
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    • 제12권6호
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    • pp.949-963
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    • 2017
  • The main purpose of the current study is to develop the new coefficients for consideration of soil-structure interaction effects to find the elevated tank natural period. Most of the recommended relations to find the natural period just assumed the fixed base condition of elevated tank systems and the soil effects on the natural period are neglected. Two different analytical systems considering soil-structure- fluid interaction effects are recommended in the current study. Achieved results of natural impulsive and convective period, concluded from mentioned models are compared with the results of a numerical model. Two different sets of new coefficients for impulsive and convective periods are developed. The values of the developed coefficients directly depend to soil stiffness values. Additional results show that the soil stiffness not only has significant effects on natural period but also it is effective on liquid sloshing wave height. Both frequency content and soil stiffness have significant effects on the values of liquid wave height.

운전자용 의자의 부강성 진동 절연 시스템 (Vibration Isolation System for Driver's Seats with Negative Stiffness)

  • 박성태;이상주
    • 한국자동차공학회논문집
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    • 제18권2호
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    • pp.114-121
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    • 2010
  • As a vehicle speed increases, more vibration energy is transmitted from chassis to a driver. Current isolation system for the driver's seat by damping control can reduce the transmitted vibration energy near resonance area. But in higher frequency region than natural frequency multiplied by $\sqrt{2}$, the vibration energy transmitted to the driver has a tendency to be increased. Therefore, the method by natural frequency reduction of the system is preferred to increase the effectiveness of the anti-vibration. However, the natural frequency could not be freely reduced due to the nature of the isolation system structure. A new passive suspension system to reduce the natural frequency is proposed. The theoretical analysis and experimental results show better vibration attenuation compared with the current isolation system.

마그네슘 합금 오일팬 개발을 위한 동적 강성 및 주파수 응답 해석 (Dynamic Stiffness and Frequency Response Analysis for the Development of Magnesium Oil Pans)

  • 신현우;정연준
    • 한국자동차공학회논문집
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    • 제17권2호
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    • pp.141-149
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    • 2009
  • The oil pan is an important factor for the noise behavior of the engine system. In this paper a new Magnesium oil pan was designed and analyzed to replace the current Aluminium oil pan. Dynamic stiffness and sound pressure level of the newly designed Mg oil pan were compared with the AI oil pan using the finite element method. NVH characteristics of the Mg oil pan is slightly insufficient when we changed the material of the oil pan from Al to Mg without modifying the design. Some design modifications of the Mg oil pan resulted in equal or superior characteristics compared to the Al oil pan. New ribs were added to stiffen the structure of the Mg oil pan. Thickness of thin plate area was increased to reduce the radiated noise. Through the changes of shape, higher dynamic stiffness than the current Al oil pan were achieved. Results of frequency response analysis show that we can reduce the sound pressure level of the oil pan if we increase the thickness of the thin plate area. It is shown that the new Mg oil pan could reduce the weight of the engine system and improve NVH quality of an automobile.

A statistical framework with stiffness proportional damage sensitive features for structural health monitoring

  • Balsamo, Luciana;Mukhopadhyay, Suparno;Betti, Raimondo
    • Smart Structures and Systems
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    • 제15권3호
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    • pp.699-715
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    • 2015
  • A modal parameter based damage sensitive feature (DSF) is defined to mimic the relative change in any diagonal element of the stiffness matrix of a model of a structure. The damage assessment is performed in a statistical pattern recognition framework using empirical complementary cumulative distribution functions (ECCDFs) of the DSFs extracted from measured operational vibration response data. Methods are discussed to perform probabilistic structural health assessment with respect to the following questions: (a) "Is there a change in the current state of the structure compared to the baseline state?", (b) "Does the change indicate a localized stiffness reduction or increase?", with the latter representing a situation of retrofitting operations, and (c) "What is the severity of the change in a probabilistic sense?". To identify a range of normal structural variations due to environmental and operational conditions, lower and upper bound ECCDFs are used to define the baseline structural state. Such an approach attempts to decouple "non-damage" related variations from damage induced changes, and account for the unknown environmental/operational conditions of the current state. The damage assessment procedure is discussed using numerical simulations of ambient vibration testing of a bridge deck system, as well as shake table experimental data from a 4-story steel frame.

압입시험에서 하중제하곡선의 강성율에 관한 고찰 (A Study on the Unloading Stiffness of Instrumented Indentation Tests)

  • 이병섭;이호진;이봉상
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2003년도 추계학술대회논문집
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    • pp.168-171
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    • 2003
  • Instrumented indentation tests have been used for estimating material properties. In order to analyze deformation characteristics with various factors, the unloading stiffness should be properly determined from the elastic behaviour. In general, the unloading stiffness is obtained from shifted power functions fitting to indentation unloading curves. But, the functions give often a poor representation of actual data. In this study, control conditions for fitting unloading curves by shifted power functions were investigated. The current efforts may provide useful information about unloading process and valid unloading stiffness.

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가새 골조에서 거싯 플레이트 연결부의 강성 평가 (Evaluation of Gusset Plate Connection Stiffness in Braced Frames)

  • 유정한
    • 한국강구조학회 논문집
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    • 제21권2호
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    • pp.105-113
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    • 2009
  • 가새골조 성능을 개선하기 위해 연결부 (거싯 플레이트) 강도, 강성, 연성이 골조 디자인에 직접적으로 고려되어야 한다. 연결부의 강도는 지진력에 저항하도록 디자인 되어야하고 필요한 골조시스템의 연성을 확보하는데 기여해야한다. 그리고 연결부의 강성은 구조요소와 연결부의 동적 반응과 변위 요구에 영향을 준다. 이 논문에서 지난 실험 결과를 이용하여 거싯 플레이트 연결부에 대한 현 디자인 모델을 검토하고 평가한다. 현 디자인 모델은 연결부 디자인 가이드라인을 주기엔 적절하지 못하고 실제 거싯 플레이트의 응력과 변위 상태는 비선형이고 굉장히 복잡하다. 구조 디자이너들은 시스템과 연결부의 성능을 대략적으로 예측하기 위해 보와 기둥을 포함한 단순한 모델을 원한다. 이를 위해 단순화한 디자인 모델이 개발되고 평가된다. 이 모델은 비교적 정확하고 신뢰성 있는 연결부 강성 평가를 제공한다.