• Title/Summary/Keyword: Force Identification

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QFD and AHP Studies for Technical and System Requirements of RFID Military Applications (QFD와 AHP를 이용한 RFID의 군 요구기술 분석과 향후 적용분야 선정에 관한 연구)

  • Lee, Chul-Ung;Kim, Jin-Tae
    • Journal of the Korea Institute of Military Science and Technology
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    • v.10 no.4
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    • pp.105-115
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    • 2007
  • This study identifies technical barriers and trends on Radio Frequency Identification(RFID) applications for military force, and investigates technical requirements for the RFID implementation on military information systems, based on the preliminary research results from the introductory RFID applications on Ammunition Information System(AIS). We first obtain technical requirements using the Quality Function Deployment(QFD) methods, and identify the areas for research and developments. Furthermore, based on the survey results from military experts and users, we provide the potential application areas for military RFID implementation. Conversely, a technology and research roadmap for RFID in the military system is developed.

A Study on the Experimental Dynamic Identification of Cylindrical Oil Dampers in the Wide Frequency Range (넓은 주파수 범위에서의 실린더형 유체 댐퍼에 대한 실험적 동특성 규명 연구)

  • Moon, S.J.;Kim, H.S.;Chung, T.Y.;Lee, D.H.;Hwang, J.Y.
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.20 no.6
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    • pp.528-536
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    • 2010
  • System identification for cylindrical oil dampers is carried out based on a series of dynamic experimental tests and theoretical approach for the analysis of the experimental data. Experimental tests are conducted using a specific hydraulic actuator in the wide frequency range from 10 Hz to 90 Hz. From this study, it is confirmed that control force of the damper is composed of inertia, damping and restoring components. In general, both restoring and damping components are significant and comparable. However, the portion of the inertia components becomes more significant than to be negligible in the high frequency range.

Identification and Control of Electro-Hydraulic Servo System Using DDV

  • Kim, Seung-Hyun;Lee, Chang-Don;Lee, Jin-Kul;Lee, Sang-Hoon
    • 제어로봇시스템학회:학술대회논문집
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    • 2001.10a
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    • pp.169.1-169
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    • 2001
  • In general, for high performance pressure control system, hydraulic system with electo hydraulic servo valve controls flow rate, it contains many nonlinear term like square-root and change of bulk modulus by flow rate. But, DDV(Direct Drive Valve) contains pressure control loop itself, then it can eliminate nonlinearity and achieve linearity for hydraulic system. In this paper, parameter identification method which uses input and ouput data is applied to obtain DDV's mathematical model and parameter assuming that dynamic characteristic of DDV is first order system. Then, the state feedback controller was designed to implement the force control of hydraulic system , and the control performance was evaluated.

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Dynamic Characteristic Analysis of Aerodynamic Load Simulator English (항공기 조종면 부하재현장치의 운동 특성 해석)

  • Nam, Yun-Su
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.25 no.3
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    • pp.478-485
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    • 2001
  • A dynamic load simulator(DLS) which can reproduce on-ground the aerodynamic hinge moment of control surface is an essential rig for the performance and stability test of aircraft actuation system. By setting up load actuator as counter acting with the control surface driving actuator and designing an appropriate force control system for load actuator, DLS can be mechanized. Obtaining an accurate mathematical model for the DLS is the first step to successfully design an aerodynamic load replicati on system. Two theoretical models are presented and tested for their validities with the experimental results, which turns out to be not successful. An alternative way of using system identification approaches in investigated to develop a good nominal model for DLS dynamics, and suitable uncertainty bounds for this nominal model are proposed with the consideration of experimental results.

Quantitative damage identification in tendon anchorage via PZT interface-based impedance monitoring technique

  • Huynh, Thanh-Canh;Kim, Jeong-Tae
    • Smart Structures and Systems
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    • v.20 no.2
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    • pp.181-195
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    • 2017
  • In this study, the severity of damage in tendon anchorage caused by the loss of tendon forces is quantitatively identified by using the PZT interface-based impedance monitoring technique. Firstly, a 2-DOF impedance model is newly designed to represent coupled dynamic responses of PZT interface-host structure. Secondly, the 2-DOF impedance model is adopted for the tendon anchorage system. A prototype of PZT interface is designed for the impedance monitoring. Then impedance signatures are experimentally measured from a laboratory-scale tendon anchorage structure with various tendon forces. Finally, damage severities of the tendon anchorage induced by the variation of tendon forces are quantitatively identified from the phase-by-phase model updating process, from which the change in impedance signatures is correlated to the change in structural properties.

Dynamic modeling and system identification for a MMAM controlled flexible manipulator

  • Nam, Yoonsu
    • 제어로봇시스템학회:학술대회논문집
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    • 1992.10b
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    • pp.592-598
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    • 1992
  • For a high bandwidth, accurate end of arm motion control with good disturbance rejection, the, Momentum Management Approach to Motion control (MMAM) is proposed. The MMAM is a kind of position control technique that uses inertial forces, applied at or near the end of arm to achieve, high bandwidth and accuracy in movement and in the face of force disturbances. To prove the concept of MMAM, the, end point, control of a flexible manipulator is considered. For this purpose, a flexible beam is mounted on the x-y table, and the MMAM actuator is attached on the top of the flexible beam. A mathematical model is developed for the flexible, beam being controlled by the, MMAM actuator and slide base DC motor. A system identification method is applied to estimate some system parameters in the, model which can not be determined because of the complexity of the mechanism. For the end point, control of the. flexible beam, the, optimal linear output feedback control is introduced.

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Tool Fracture Detection Using System Identification (시스템인식을 이용한 공구파손 검출)

  • 사승윤
    • Proceedings of the Korean Society of Machine Tool Engineers Conference
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    • 1996.03a
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    • pp.119-123
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    • 1996
  • The demands for robotic and automatic system are continually increasing in manufacturing fields. There were so many studies to monitor and predict system, but it were mainly relied upon measuring of cutting force, current of motor spindle and using acoustic sensor, etc. In this study digital image of time series sequence was acquired taking advantage of optical technique. Then, mean square error was obtained from it and was available for useful observation data. The parameter was estimated using PAA(parameter adaptation algorithm) from observation data. AR model was selected for system model, fifth order was decided according to parameter estimation. Uncorrelation test was also carried out to verify convergence of parameter. Through the proceedings, we found there was a system stability.

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Damage identification of isolators in base-isolated torsionally coupled buildings

  • Wang, Jer-Fu;Huang, Ming-Chih;Lin, Chi-Chang;Lin, Tzu-Kang
    • Smart Structures and Systems
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    • v.11 no.4
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    • pp.387-410
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    • 2013
  • This paper deals with the damage assessment for isolators of base-isolated building systems considering the torsion-coupling (TC) effect by establishing damage indices. The damage indices can indicate the reduction in lateral stiffness of the isolator story as explicit formulas in terms of modal parameters. In addition, the damage location, expressed in terms of the estimated damage index and eccentricities before and after damage, is also presented. Numerical analysis shows that the proposed algorithms are applicable for general base-isolated multi-story TC buildings. A procedure from the analysis of seismic response to the implementation of damage indices is demonstrated by using a numerical case. A system identification technique is employed to extract modal parameters from seismic responses of a building. Results show that the proposed indices are capable of detecting the occurrence of damage and preliminarily estimating the location of damaged isolator.

A Study on the Identification of Electrical Eire -Focused on Distance Analysis of Electrical Wires by Overcurrent- (전기화재의 감식에 관한 연구 -과전류 사고시 전선의 이격거리 분석을 통하여-)

  • 이상호;김준식;오홍석
    • Fire Science and Engineering
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    • v.18 no.2
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    • pp.7-11
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    • 2004
  • In this paper, we have simulated the force between the two electrical wires using the finite element method(FEM) according to the value of current and distance when overcurrent flows in the vinyl-insulated vinyl-cabtyre cord(flat-type, 600 V, VCTFK, $2C{\times}1.25mm^2$). And we will present the basic data for the identification of electrical fire by experiment for maximum distance between the two wires according to current and time using large current supply device(Model : EHT_EFAD, Korea) in case of overcurrent.

Structural analysis based on multiresolution blind system identification algorithm

  • Too, Gee-Pinn James;Wang, Chih-Chung Kenny;Chao, Rumin
    • Structural Engineering and Mechanics
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    • v.17 no.6
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    • pp.819-828
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    • 2004
  • A new process for estimating the natural frequency and the corresponding damping ratio in large structures is discussed. In a practical situation, it is very difficult to analyze large structures precisely because they are too complex to model using the finite element method and too heavy to excite using the exciting force method; in particular, the measured signals are seriously influenced by ambient noise. In order to identify the structural impulse response associated with the information of natural frequency and the corresponding damping ratio in large structures, the analysis process, a so-called "multiresolution blind system identification algorithm" which combines Mallat algorithm and the bicepstrum method. High time-frequency concentration is attained and the phase information is kept. The experimental result has demonstrated that the new analysis process exploiting the natural frequency and the corresponding damping ratio of structural response are useful tools in structural analysis application.