Hybrid health monitoring of prestressed concrete girder bridges by sequential vibration-impedance approaches

Engineering Structures

Volumn 32, Issue 1, 2010, Pages 115-128

  Kim, Jeong Tae ^a   Park, Jae Hyung ^a   Hong, Dong Soo ^a   Park, Woo Sun ^b  

^a Pukyong National University   (South Korea)

^b Korea Research Institute of Ships and Ocean Engineering   (South Korea)

Author keywords

Acceleration signatures; Damage detection; Damage index method; Hybrid health monitoring; Impedance signatures; PSC girder

Indexed keywords

ACCELERATION RESPONSE; DAMAGE CLASSIFICATION; DAMAGE ESTIMATION; DAMAGE INDEX; DAMAGE TYPE; ELECTROMECHANICAL IMPEDANCE; GLOBAL DAMAGE; HEALTH MONITORING; HEALTH MONITORING SYSTEM; IMPEDANCE SIGNATURES; MODE SHAPES; MONITORING CHANGE; PRESTRESSED CONCRETE GIRDER;

CONCRETE BEAMS AND GIRDERS; HEALTH; PRESTRESSED CONCRETE; STRUCTURAL ANALYSIS; STRUCTURES (BUILT OBJECTS); TENDONS;

DAMAGE DETECTION;

BRIDGE; CONCRETE; DAMAGE MECHANICS; DETECTION METHOD; DYNAMIC ANALYSIS; DYNAMIC RESPONSE; ESTIMATION METHOD; EXPERIMENTAL STUDY; FREQUENCY-MAGNITUDE DISTRIBUTION; INDEX METHOD; LABORATORY METHOD; MONITORING SYSTEM; STRESS FIELD; VIBRATION;

EID: 70449632378     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.08.021     Document Type: Article

References (31)

1. Lin T.Y. Design of prestressed concrete structures (1963), Wiley-Interscience, New York, (NY)
2. Nawy E.G. Prestress concrete - A fundamental approach (1996), Prentice-Hall, Englewood Cliffs, (NJ)
3. Adams R.D., Cawley P., Pye C.J., and Stone B.J. A vibration technique for non-destructively assessing the integrity of structures. J Mech Eng Sci 20 (1978) 93-100
4. Stubbs N., and Osegueda R. Global nondestructive damage evaluation in solids. Internat J Anal Exp Modal Anal 5 2 (1990) 67-79
5. Kim J.T., Park J.H., and Lee B.J. Vibration-based damage monitoring in model plate-girder bridges under uncertain temperature conditions. Eng Struct 29 7 (2006) 1354-1365
6. Saiidi M., Douglas B., and Feng S. Prestress force effect on vibration frequency of concrete bridges. J Struct Eng 120 (1994) 2233-2241
7. Miyamoto A., Tei K., Nakamura H., and Bull J.W. Behavior of prestressed beam strengthened with external tendons. J Struct Eng 126 (2000) 1033-1044
8. Kim J.T., Yun C.B., Ryu Y.S., and Cho H.M. Identification of prestress-loss in PSC beams using modal information. Struct Eng Mech 17 3-4 (2003) 467-482
9. Law S.S., and Lu J.R. Time domain responses of a prestressed beam and prestress identification. J Sound Vibration 288 4-5 (2005) 1011-1025
10. Abdel W.M.M., and De R.G. Damage detection in bridges using modal curvatures: Application to a real damage scenario. J Sound Vibration 226 2 (1999) 217-235
11. Kim J.T., Ryu Y.S., Cho H.M., and Stubbs N. Damage identification in beam-type structures: Frequency-based method vs. mode-shape-based method. Eng Struct 25 (2003) 57-67
12. Huth O., Feltrin G., Maeck J., Kilic N., and Motavalli M. Damage identification using modal data: Experiences on a prestressed concrete bridge. J Struct Eng 131 12 (2005) 1898-1910
13. Reda Taha M.M., and Lucero J. Damage identification for structural monitoring using fuzzy pattern recognition. Eng Struct 27 12 (2005) 1774-1783
14. Bhalla S., and Soh C.K. Structural impedance based damage diagnosis by piezotransducers. Earthq Eng Struct Dynam 32 12 (2003) 1897-1916
15. Liang C., Sun F.P., and Rogers C.A. An impedance method for dynamic analysis of active material systems. J Vibration Acoustics-Trans ASME 116 1 (1994) 120-128
16. Park G., Cudney H., and Inman D.J. Impedance-based health monitoring of civil structural components. J Infrastruct Syst-ASCE 6 4 (2000) 153-160
17. Kim J.T., Na W.B., Park J.H., and Hong D.S. Hybrid health monitoring of structural joints using modal parameters and EMI signatures. Proc SPIE- Internat Soc Opt Eng 6174 (2006) 61742O-1-11
18. Elsener B. Long-term monitoring of electrically isolated post-tensioning tendons. Struct Concrete 6 3 (2005) 101-106
19. Park S., Ahmad S., Yun C.B., and Roh Y. Multiple crack detection of concrete structures using impedance-based structural health monitoring techniques. Exp Mech 46 5 (2006) 609-618
20. Doebling S.W., Farrar C.R., and Prime M.B. A summary review of vibration-based damage identification methods. Shock Vibration Digest 30 2 (1998) 91-105
21. Zou Y., Tong L., and Steven G.P. Vibration-based model-dependent damage (delamination) identification and health monitoring for composite structures - A review. J Sound Vibration 230 2 (2000) 357-378
22. Sohn H, Farrar CR, Hemez FM, Shunk DD, Stinemates DW, Nadler BR. A review of structural health monitoring literature: 1996-2001, Los Alamos National Report, LA-13976-MS; 2001
23. Kessler SS. Piezoelectric-based in-situ damage detection of composite materials for structural health monitoring systems. Ph.D. dissertation, Massachusetts Institute of Technology; 2002
24. Park G., Farrar C.R., and Scalea F.L. Performance assessment and validation of piezoelectric active-sensors in structural health monitoring. Smart Mater Struct 15 6 (2006) 1673-1683
25. Yi J.H., and Yun C.B. Comparative study on modal identification methods using output-only information. Struct Eng Mech 17 3-4 (2004) 445-466
26. Bendat J.S., and Piersol A.G. Engineering applications of correlation and spectral analysis (1993), Wiley-Interscience, New York, NY
27. Liang C., Sun F.P., and Rogers C.A. An impedance method for dynamic analysis of active material systems. J Vibration Acoustics-Trans ASME 116 1 (1994) 120-128
28. Kim J.T., and Stubbs N. Nondestructive crack detection algorithm for full-scale bridges. J Struct Eng, ASCE 129 10 (2003) 1358-1366
29. Brinker R., Zhang L., and Andersen P. Modal identification of output-only systems using frequency domain decomposition. Smart Mater Struct 10 (2001) 441-445
30. Yang Y.W., Hu Y.H., and Lu Y. Sensitivity of PZT impedance sensors for damage detection of concrete structures. Sensors 8 1 (2008) 327-346
31. Park S., Ahmad S., Yun C.B., and Roh Y. Multiple crack detection of concrete structures using impedance-based structural health monitoring techniques. Exp Mech 46 5 (2006) 609-618