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논문

불확실한 온도 조건하의 모형 강 판형교의 진동기반 손상 모니터링

Vibration-Based Damage Monitoring in Model Plate-Girder Bridges under Uncertain Temperature Conditions

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키워드

주제분류해양공학

초록

A vibration-based damage-monitoring scheme is proposed that would generate an alarm showing the occurrence and location of damage under temperature-induced uncertainty conditions. Experiments on a model plate-girder bridge are described, for which a set of modal parameters was measured under uncertain temperature conditions. A damage-alarming model is formulated to statistically identify the occurrence of damage by recognizing the patterns of damage-driven changes in the natural frequencies of the test structure and by distinguishing temperature-induced off-limits. A damage index method based on the concept of modal strain energy is implemented in the test structure to predict the location of damage. In order to adjust for the temperature-induced changes in the natural frequencies that are used for damage detection, a set of empirical frequency correction formulas is analyzed from the relationship between the temperature and frequency ratio.

Abstract

A vibration-based damage-monitoring scheme is proposed that would generate an alarm showing the occurrence and location of damage under temperature-induced uncertainty conditions. Experiments on a model plate-girder bridge are described, for which a set of modal parameters was measured under uncertain temperature conditions. A damage-alarming model is formulated to statistically identify the occurrence of damage by recognizing the patterns of damage-driven changes in the natural frequencies of the test structure and by distinguishing temperature-induced off-limits. A damage index method based on the concept of modal strain energy is implemented in the test structure to predict the location of damage. In order to adjust for the temperature-induced changes in the natural frequencies that are used for damage detection, a set of empirical frequency correction formulas is analyzed from the relationship between the temperature and frequency ratio.

참고문헌 (16)

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  2. 김정태, "강판형의 진동모드특성에 미치는 온도의 영향", 한국해양공학회지, 17(6), pp.58~64 (2003), 한국해양공학회
  3. Cornwell,P., "Environmental Variability of Modal Properties", Experimental Techniques, 23(6), pp.45~48 (1999)
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  5. Kim,J.T., "Vibration-based Structural Health Monitoring under Uncertain Temperature Conditions", pp.2921~2928 (2005), Safety and Reliability of Engineering Systems and Structures (ICOSSAR 2005)
  6. Kim,J.T., "Damage Identification in Beam-Type Structures: Frequency-Based Method Vs Mode-Shape-Based Method", Engineering Structures, 25(1), pp.57~67 (2003)
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  10. Kim,J.T., "Temperature Effect on Frequency-Based Damage Detection in Plate-Girder Bridges", KSCE Journal of Civil Engineering, 7(6), pp.725~733 (2003)
  11. Montgomery,D.C., "Introduction to Statistical Quality Control" (1997), John Wiley & Sons Inc.
  12. Peeters,B., "System Identification and Damage Detection in Civil Engineering", Ph.D., pp.2000
  13. Peeters,B., "One-Year Monitoring of the Z24-Bridge: Environmental Influences Versus Damage Events", The 18th IMAC, pp.1570~1576 (2000)
  14. Schalkoff,R., "Pattern Recognition-Statistical,Structural and Neural Approaches" (1992), John Wiley & Sons Inc.
  15. Sohn,H., "Structural Health Monitoring using Statistical Process Control", Journal of Structural Engineering ASCE, 126(11), pp.1356~1363 (2000)
  16. A review of structural health montiroing literature: 1996-2001, "Sohn,H.", Los Alamos National Laboratory, ~, pp.LA-13976 (2003)

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