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Finite Element Model Updating Based on Data Fusion of Acceleration and Angular Velocity

가속도 및 각속도 데이터 융합 기반 유한요소모델 개선

  • 김현준 (울산과학기술대학교 도시환경공학부) ;
  • 조수진 (울산과학기술대학교 도시환경공학부) ;
  • 심성한 (울산과학기술대학교 도시환경공학부)
  • Received : 2014.09.16
  • Accepted : 2014.10.20
  • Published : 2015.03.30

Abstract

The finite element (FE) model updating is a commonly used approach in civil engineering, enabling damage detection, design verification, and load capacity identification. In the FE model updating, acceleration responses are generally employed to determine modal properties of a structure, which are subsequently used to update the initial FE model. While the acceleration-based model updating has been successful in finding better approximations of the physical systems including material and sectional properties, the boundary conditions have been considered yet to be difficult to accurately estimate as the acceleration responses only correspond to translational degree-of-freedoms (DOF). Recent advancement in the sensor technology has enabled low-cost, high-precision gyroscopes that can be adopted in the FE model updating to provide angular information of a structure. This study proposes a FE model updating strategy based on data fusion of acceleration and angular velocity. The usage of both acceleration and angular velocity gives richer information than the sole use of acceleration, allowing the enhanced performance particularly in determining the boundary conditions. A numerical simulation on a simply supported beam is presented to demonstrate the proposed FE model updating approach.

유한요소모델 개선은 구조물의 설계검증, 손상추적, 내하력 평가 등 다양하게 활용되고 있는 기법이다. 일반적인 유한요소모델 개선은 구조물에서 계측된 가속도응답으로부터 구조물의 고유진동수와 모드형상을 구하고, 이를 바탕으로 모델을 개선하게 된다. 이와 같은 가속도응답기반 유한요소모델 개선은 구조물의 병진 자유도를 고려하기 때문에 물리적인 체계를 추정하는데 있어서 매우 적합하지만, 회전 자유도 상에서 변화하는 구조물의 경계조건을 판별하기에는 어려움이 있다. 최근 센서 기술의 개발로 인하여 저렴한 가격, 높은 정확성의 자이로센서들이 개발되고 있으며, 그에 따라 구조물의 회전 자유도에 관한 정보 획득이 용이해지고 있다. 본 연구에서는 이를 바탕으로 가속도와 각속도 응답을 함께 이용하는 데이터 융합 기반 유한요소모델 개선 기법을 제안하였다. 가속도와 각속도를 모두 활용한 데이터융합기법은, 가속도만 사용한 기존의 유한요소 모델 기법보다 구조물의 경계조건 판별에 정확한 정보를 제공한다. 본 논문에서는 단순보 모델을 이용한 수치 시뮬레이션을 통해서, 제안한 가속도와 각속도 데이터 융합기반의 유한요소모델 개선 기법의 성능을 검증하였다.

Keywords

References

  1. Brownjohn, J. M. W., and Xia, P. Q. (2000), Dynamic assessment of a curved cable-stayed bridge by model updating, Journal of Structural Engineering, ASCE, 126(2), 252-260. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:2(252)
  2. Brownjohn, J. M. W., Moyo, P., Omenzetter, P., and Lu, Y. (2003), Assessment of highway bridge upgrading by dynamic testing and finite-element model updating, Journal of Bridge Engineering, ASCE, 8(3), 162-172. https://doi.org/10.1061/(ASCE)1084-0702(2003)8:3(162)
  3. Friswell, M. I., and Mottershead, J. E. (1995), Finite element model updating in structural dynamics, Kluwer Academic Publishers.
  4. Fritzen, C. P., Jennewein, D., and Kiefer, T. (1998), Damage detection based on model updating methods, Mechanical Systems and Signal Processing, 12(1), 163-186. https://doi.org/10.1006/mssp.1997.0139
  5. Jaishi, B., and Ren, W. X. (2005), Structural finite element model updating using ambient vibration test results, Journal of Structural Engineering, ASCE, 131(4), 617-628. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:4(617)
  6. Jaishi, B., and Ren, W. X. (2006), Damage detection by finite element model updating using modal flexibility residual, Journal of Sound and Vibration, 290(1), 369-387. https://doi.org/10.1016/j.jsv.2005.04.006
  7. James III, G. H., Carne, T. G., and Lauffer, J. P. (1993), The natural excitation technique (NExT) for modal parameter extraction from operating wind turbines, NASA STI/Recon Technical Report N, 93.
  8. Jin, S. S. (2011), Multi-objective based updating of finite element model of bridge using modal properties, M.S. Thesis, KAIST.
  9. Juang, J. N., and Pappa, R. S. (1985), An eigensystem realization algorithm for modal parameter identification and model reduction, Journal of Guidance, Control, and Dynamics, 8(5), 620-627. https://doi.org/10.2514/3.20031
  10. Merce, R. N., Macdonald, J. H. G., and Friswell, M. I. (2007), Finite element model updating of a suspension bridge using ANSYS software, Design and Optimization Symposium.
  11. Mottershead, J. E., and Friswell, M. I. (1993), Model updating in structural dynamics: a survey, Journal of Sound Vibration, 167(2), 347-375. https://doi.org/10.1006/jsvi.1993.1340
  12. Nelder, J. A., and Mead, R. (1965), A simplex method for function minimization, The Computer Journal, 7(4), 308-313. https://doi.org/10.1093/comjnl/7.4.308
  13. Park, J. W., Sim, S. H., and Jung, H. J. (2013), Wireless displacement sensing system for bridges using multi-sensor fusion, Smart Materials and Structures, 23(4).
  14. Sim, S. H., Spencer Jr, B. F., and Nagayama, T. (2011), Multimetric sensing for structural damage detection, Journal of Engineering Mechanics, ASCE, 137(1), 22-30. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000199
  15. Sung, S. H., Park, J. W., Nagayama, T., and Jung, H. J. (2014), A multi-scale sensing and diagnosis system combining accelerometers and gyroscopes for bridge health monitoring, Smart Materials and Structures, 23(1).
  16. Teughels, A., Maeck, J., and De Roeck, G. (2002), Damage assessment by FE model updating using damage functions, Computers and Structures, 80(25), 1869-1879. https://doi.org/10.1016/S0045-7949(02)00217-1

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