• 제목/요약/키워드: Strain Rate Self-Sensing

검색결과 4건 처리시간 0.017초

Strain Rate Self-Sensing for a Cantilevered Piezoelectric Beam

  • Nam, Yoonsu;Sasaki, Minoru
    • Journal of Mechanical Science and Technology
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    • 제16권3호
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    • pp.310-319
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    • 2002
  • This paper deals with the analytical modeling, and the experimental verification of the strain rate self-sensing method using a hybrid adaptive filter for a cantilevered piezoelectric beam. The piezoelectric beam consists of two laminated lead zirconium titanates (PZT) on a metal shim. A mathematical model of the beam dynamics is derived by Hamilton's principle and the accuracy of the modeling is verified through the comparison with experimental results. For the strain rate estimation of the cantilevered piezoelectric beam, a self-sensing mechanism using a hybrid adaptive filter is considered. The discrete parts of this mechanism are realized by the DS1103 DSP board manufactured by dSPACE$\^$TM/. The efficacy of this method is investigated through the comparison of experimental results with the predictions from the derived analytical model.

자기계측 기능을 이용한 압전 빔의 잔류진동 제어 (Residual Vibration Suppression of a Piezoelectric Beam Using a Self-sensing Technology)

  • 남윤수;장후영;박종수
    • 한국정밀공학회지
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    • 제24권3호
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    • pp.67-75
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    • 2007
  • This paper deals with a problem of vibration suppression of a piezoelectric beam using a self-sensing algorithm. Two methods, which are PPF(positive position feedback) and SRF(strain rate feedback), are considered to suppress a residual vibration of a piezoelectric beam developed during the step positioning of a beam end point. A self-sensing algorithm treated here is basically a strain rate estimator of a beam movement and is to be used for the closed loop control. The efficacy of the proposed idea is evaluated through experiments.

자기감지형 보수재로 단면증타된 콘크리트 부재의 역학 및 전기적 특성 (Mechanical and Electrical Characteristics of Concrete Members Enlarged with Self-Sensing Cementitious Materials for Repair)

  • 이건철;임건우;임창민;홍성원;김영민
    • 한국구조물진단유지관리공학회 논문집
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    • 제27권5호
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    • pp.139-146
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    • 2023
  • In this study, compressive strength and adhesion strength were measured as repair materials to evaluate the mechanical and electrical properties of compression and shear specimens with self-sensing repair materials. As a result of the experiment, the strength improvement rate of the compression test specimen was higher than the section enlargement area ratio, but the shear test specimen did not show an improvement in strength as much as the section enlargement area ratio. Compression experiments under load showed high correlation between FCR-Strain and FCR-Stress, confirming self-sensing performance. However, the shear test did not show as much correlation as the compression test. Accordingly, it is judged that the self-sensing repair material is suitable for the compression member on which the compression load acts in the building.

초고분말 플라이 애시를 다량 치환한 자기감지형 그라우트재의 역학적 및 전기적 특성 (Mechanical and Electrical Properties of Self-sensing Grout Material with a High-Volume Ultrafine Fly Ash Replacement)

  • 이건철;김영민;임건우
    • 한국건축시공학회지
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    • 제24권2호
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    • pp.215-226
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    • 2024
  • 본 연구에서는 초고분말 플라이 애시가 다량 치환된 자기감지형 그라우트의 성능을 검토하기 위하여 실험적 연구를 진행하였다. 또한 기존의 대표적인 산업부산물인 고로슬래그 미분말과 플라이 애시를 동일한 양으로 치환하여 굳지 않은 그라우트의 유동특성, 경화 그라우트에서 압축강도, 길이변화율, 전기적 특성을 평가하였다. 실험결과 초고분말 플라이 애시 치환시 소성점도가 크게 낮아져 유동성이 향상되었으며, 압축강도도 플레인보다 초기재령에서부터 높게 나타났다. 또한 전기적 특성에서도 FCR-Stress, FCR-Strain의 관계가 유사하게 나타났다.