• 제목/요약/키워드: acceleration monitoring

검색결과 395건 처리시간 0.024초

고속가공의 상태 감시를 위한 실험적 평가 기술 (Experimental evaluation technique for condition monitoring of high speed machining)

  • 김전하;강명창;김정석;김기태
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2001년도 춘계학술대회 논문집
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    • pp.84-87
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    • 2001
  • The high speed machining which cam improve the production and quality has been remarkable in die/mold industry with the growth of parts and materials industries. The speed of machine tool increases, but on the other hand, the response of sensors I not being improved. Therefore, the condition monitoring techniques for the machine too, tool and workpiece in high speed machining are incomplete. In this study, characteristics of the tool edge roughness were verified from the high frequency components of cutting force signals acquired by the high speed dynamometer. Also, the experimental evaluation technique for the machinability and condition monitoring in high speed machining was established by analyzing the cutting force, acceleration and surface roughness.

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Design and Development of Agriculture Drone battery usage Monitoring System using Wireless sensor network

  • Lee, Sang-Hyun;Yang, Seung-Hak;You, Yong-Min
    • International journal of advanced smart convergence
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    • 제6권3호
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    • pp.38-44
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    • 2017
  • Currently, wired gables have been installed or portable storage devices have been installed for data acquisition of flying drone. In this paper, we propose a technology to transmit data wirelessly by sensing information such as battery discharge value, acceleration, and temperature by attaching RF sensor to a drone. The purpose of this paper is to design and develop the monitoring technology of agriculture drone battery usage in real time using RF sensor. In this paper, we propose a monitoring system that can check real time data of battery changed value, temperature, and acceleration during pesticide control activity of agricultural drone.

고속가공시 다중센서를 이용한 가공상태 감시 시술 (Monitoring technique of machining condition using multisensor in high-speed machining)

  • 김전하;강명창;김정석;나승표;김기태
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 2000년도 추계학술대회논문집 - 한국공작기계학회
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    • pp.454-459
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    • 2000
  • The high hardened materials that are remarkable in aspects of durability have been used for die and mold industry. As the high hardened materials are hard to machine, the high-speed machining is essential to manufacture these materials. Currently, in the general turning and milling, experiments to the tool wear monitoring have studied, but those have not applied in high-speed machining. In this study, the cutting mechanism was analysed by the cutting force according to cutting conditions, and the parameters to monitor the tool wear were selected from the tendency of the cutting force and acceleration according to cutting length in the high-speed machining of the high hardened materials(STD11).

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Earthquake Damage Monitoring for Underground Structures Based Damage Detection Techniques

  • Kim, Jin Ho;Kim, Na Eun
    • International Journal of Railway
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    • 제7권4호
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    • pp.94-99
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    • 2014
  • Urban railway systems are located under populated areas and are mostly constructed for underground structures which demand high standards of structural safety. However, the damage progression of underground structures is hard to evaluate and damaged underground structures may not effectively stand against successive earthquakes. This study attempts to examine initial damage-stage and to access structural damage condition of the ground structures using Earthquake Damage Monitoring (EDM) system. For actual underground structure, vulnerable damaged member of Ulchiro-3ga station is chosen by finite element analysis using applied artificial earthquake load, and then damage pattern and history of damaged members is obtained from measured acceleration data introduced unsupervised learning recognition. The result showed damage index obtained by damage scenario establishment using acceleration response of selected vulnerable members is useful. Initial damage state is detected for selected vulnerable member according to established damage scenario. Stiffness degrading ratio is increasing whereas the value of reliability interval is decreasing.

가속도 응답을 이용한 실물 콘크리트 거더 교량의 구조건전성 모니터링 (Structural Health Monitoring of Full-Scale Concrete Girder Bridge Using Acceleration Response)

  • 홍동수;김정태
    • 한국구조물진단유지관리공학회 논문집
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    • 제14권1호
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    • pp.165-174
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    • 2010
  • 본 논문에서는 실물 콘크리트 거더 교량의 가속도 응답 신호를 이용하여 구조물의 상태변화를 경보한 후 그 위치 변화를 검색하는 2단계 구조건전성 모니터링 체계를 제시하였다. 먼저, 2경간 연속 콘크리트 거더 교량인 미호천교를 대상교량으로 선정하였으며, 볼링공을 이용한 강제진동 실험으로부터 동특성을 추출하였다. 다음으로, 미호천교의 2단계 구조건전성 모니터링 체계 구축을 위한 손상 발생 경보 및 손상 위치 검색 기법들을 선정하였다. 손상 경보 기법으로는 시간영역 특징을 이용하는 자기회귀모델과 주파수응답함수의 상관계수, 주파수응답비보증지수를 선정하였다. 손상 위치 검색 기법으로는 모드변형에너지기반 손상지수법을 선정하였다. 마지막으로, 덤프트럭을 이용한 정적 재하 실험을 통해 2단계 손상 모니터링 체계의 적합성을 검증하였다.

가속도-임피던스 특성을 이용한 강판형교의 하이브리드 구조건전성 모니터링 (Hybrid Structural Health Monitoring of Steel Plate-Girder Bridges using Acceleration-Impedance Features)

  • 홍동수;도한성;나원배;김정태
    • 대한토목학회논문집
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    • 제29권1A호
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    • pp.61-73
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    • 2009
  • 본 논문에서는 강판형교의 주된 두 손상유형인 거더의 휨 강성 저하와 지점부의 손상을 검색하기 위해 가속도-임피던스 특성을 이용한 하이브리드 구조건전성 모니터링 기법을 제안하였다. 하이브리드 기법은 1) 전역적인 방법으로 손상의 발생을 경보하고, 2) 구조물의 구조 부재내의 발생된 손상을 분류하며, 3) 구조 부재에 따라 적절한 방법을 이용하여 세부적으로 분류된 손상을 평가하는 크게 3단계로 구성되었다. 첫 번째 단계에서는 가속도 특성 변화를 모니터링하여 전역적인 손상의 발생을 경보한다. 두 번째 단계에서는 임피던스 특성 변화를 모니터링하여 경보된 손상유형을 분류한다. 세 번째 단계에서는 모드변형에너지기반 손상지수법과 RMSD 기법을 이용하여 손상의 위치와 크기를 평가한다. 몇몇의 손상 시나리오에 의해 측정된 하이브리드 가속도-임피던스 신호를 이용한 모형 강판형교 실험을 통해 제안된 하이브리드 기법의 유용성을 평가하였다. 또한, 온도변화 및 지점손상 조건에 대한 실험을 통해 임피던스기반 손상모니터링의 정확도에 미치는 온도유발 영향을 검토하였다.

A Development of Healthcare Monitoring System Based on Internet of Things Effective

  • KIM, Song-Eun;MUN, Ji-Hui;KIM, Kyoung-Sook;KANG, Min-Soo
    • 한국인공지능학회지
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    • 제8권1호
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    • pp.1-6
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    • 2020
  • The Recently there has been a growing interest in health care due to the COVID-19 situation. In this paper, we intend to develop a healthcare monitoring system to provide users with smart healthcare systems in line with the healthcare 3.0 era. The system consists of a wireless network between various sensors, Android smartphones, and OLEDs using Bluetooth, and through this, a health care monitoring system capable of collecting user's biometric information and managing health by receiving data values of sensors connected to Arduino. In conclusion, the user's BPM value was calculated using the heart rate sensor, and the exercise intensity can be adjusted through this. In addition, a step derivation algorithm is implemented using an acceleration sensor, and calorie consumption can be measured using the step and weight values. As such, the heart rate, step count, calorie consumption data can be transmitted to a smartphone application through a Bluetooth module and output, and can be output to an OLED for users who are not easy to access the smartphone. This healthcare monitoring system can be applied to various groups and technologies.

Wind-induced response and loads for the Confederation Bridge -Part I: on-site monitoring data

  • Bakht, Bilal;King, J. Peter C.;Bartlett, F.M.
    • Wind and Structures
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    • 제16권4호
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    • pp.373-391
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    • 2013
  • This is the first of two companion papers that analyse ten years of on-site monitoring data for the Confederation Bridge to determine the validity of the original wind speeds and wind loads predicted in 1994 when the bridge was being designed. The check of the original design values is warranted because the design wind speed at the middle of Northumberland Strait was derived from data collected at shore-based weather stations, and the design wind loads were based on tests of section and full-aeroelastic models in the wind tunnel. This first paper uses wind, tilt, and acceleration monitoring data to determine the static and dynamic responses of the bridge, which are then used in the second paper to derive the static and dynamic wind loads. It is shown that the design ten-minute mean wind speed with a 100-year return period is 1.5% less than the 1994 design value, and that the bridge has been subjected to this design event once on November 7, 2001. The dynamic characteristics of the instrumented spans of the bridge including frequencies, mode shapes and damping are in good agreement with published values reported by others. The on-site monitoring data show bridge response to be that of turbulent buffeting which is consistent with the response predicted at the design stage.

Online correction of drift in structural identification using artificial white noise observations and an unscented Kalman Filter

  • Chatzi, Eleni N.;Fuggini, Clemente
    • Smart Structures and Systems
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    • 제16권2호
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    • pp.295-328
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    • 2015
  • In recent years the monitoring of structural behavior through acquisition of vibrational data has become common practice. In addition, recent advances in sensor development have made the collection of diverse dynamic information feasible. Other than the commonly collected acceleration information, Global Position System (GPS) receivers and non-contact, optical techniques have also allowed for the synchronous collection of highly accurate displacement data. The fusion of this heterogeneous information is crucial for the successful monitoring and control of structural systems especially when aiming at real-time estimation. This task is not a straightforward one as measurements are inevitably corrupted with some percentage of noise, often leading to imprecise estimation. Quite commonly, the presence of noise in acceleration signals results in drifting estimates of displacement states, as a result of numerical integration. In this study, a new approach based on a time domain identification method, namely the Unscented Kalman Filter (UKF), is proposed for correcting the "drift effect" in displacement or rotation estimates in an online manner, i.e., on the fly as data is attained. The method relies on the introduction of artificial white noise (WN) observations into the filter equations, which is shown to achieve an online correction of the drift issue, thus yielding highly accurate motion data. The proposed approach is demonstrated for two cases; firstly, the illustrative example of a single degree of freedom linear oscillator is examined, where availability of acceleration measurements is exclusively assumed. Secondly, a field inspired implementation is presented for the torsional identification of a tall tower structure, where acceleration measurements are obtained at a high sampling rate and non-collocated GPS displacement measurements are assumed available at a lower sampling rate. A multi-rate Kalman Filter is incorporated into the analysis in order to successfully fuse data sampled at different rates.