Abstract
This paper presents a bridge condition assessment approach under moving loads with multi-sensor measurements and vibration phase technology. The phase trajectories of multi-sensor responses are obtained and a damage index is defined as the separated distance between the trajectories of undamaged and damaged structures to identify the damage existence and location. The damage will induce the local structural stiffness change, and the distance between the corresponding points on those two trajectories of undamaged and damaged beams when a moving load travels across the damaged location will also change. Experimental studies demonstrate the proposed approach can be used to successfully identify the shear connection failure in a composite bridge model.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Li J, Hao H (2016) A review of recent research advances on structural health monitoring in Western Australia. Struct Monit Maint 3(1):33–49
Zhang Q, Jankowski L, Duan Z (2010) Simultaneous identification of moving masses and structural damage. Struct Multidiscip Optim 42(6):907–922
Zhu XQ, Law SS (2007) Damage detection in simply supported concrete bridge structure under moving vehicular loads. J Vib Acoust 129(1):58–65
Law SS, Li J (2010) Updating the reliability of a concrete bridge structure based on condition assessment with uncertainties. Eng Struct 32(1):286–296
Li J, Law SS, Hao H (2013) Improved damage identification in a bridge structure subject to moving vehicular loads: numerical and experimental studies. Int J Mech Sci 74:99–111
Zhu XQ, Law SS (2006) Wavelet-based crack identification of bridge beam from operational deflection time history. Int J Solids Struct 43(7–8):2299–2317
Li J, Hao H (2015) Damage detection of shear connectors under moving loads with relative displacement measurements. Mech Syst Signal Pr 60–61:124–150
Roveri N, Carcaterra A (2012) Damage detection in structures under traveling loads by Hilbert-Huang transform. Mech Syst Signal Pr 28:128–144
Hester D, Gonzalez A (2012) A wavelet-based damage detection algorithm based on bridge acceleration response to a vehicle. Mech Syst Signal Pr 28:145–166
Law SS, Zhu XQ (2004) Dynamic behavior of damaged concrete bridge structures under moving vehicular loads. Eng Struct 26(9):1279–1293
Pakrashi V, O’Connor A, Basu B (2010) A bridge-vehicle interaction based experimental investigation of damage evolution. Struct Health Monit 9(4):285–296
Nie Z, Hao H, Ma H (2012) Using vibration phase space topology changes for structural damage detection. Struct Health Monit 11(5):538–557
Nie Z, Hao H, Ma H (2013) Structural damage detection based on the reconstructed phase space for reinforced concrete slab: experimental study. J Sound Vib 332(4):1061–1078
Smith SW (1999) The scientist and engineer’s guide to digital signal processing, 2nd edn. California Technical Publishing, San Diego
Acknowledgments
Financial supports from National Natural Science Foundation of China (Grant No. 11102125), and Australian Research Council Discovery Early Career Researcher Award DE140101741 are acknowledged
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2018 Springer International Publishing AG
About this paper
Cite this paper
Hao, H., Zhang, W., Li, J., Ma, H. (2018). Bridge Condition Assessment Under Moving Loads Using Multi-sensor Measurements and Vibration Phase Technology. In: Zuo, M., Ma, L., Mathew, J., Huang, HZ. (eds) Engineering Asset Management 2016. Lecture Notes in Mechanical Engineering. Springer, Cham. https://doi.org/10.1007/978-3-319-62274-3_7
Download citation
DOI: https://doi.org/10.1007/978-3-319-62274-3_7
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-62273-6
Online ISBN: 978-3-319-62274-3
eBook Packages: EngineeringEngineering (R0)