Load testing has considerable possibilities in bridges as regards their safety assessment. This paper presents a comparison study on the diagnostic and the proof load test supported by acoustic emission. Diagnostic load testing is based on the comparison of real bridge behaviour with analytical calculation. Proof load testing is based on incremental loading until the bridge materials approach their elastic limit, but never going beyond this point, to prevent the bridge from being damaged. Tests are compared in the case of a three-span concrete bridge, made of prestressed precast beams. In a diagnostic load, reaching accurate diagnosis was made possible by the calibration of the calculation model based on deflection measurements and by the definition of concrete (performance) parameters, mainly concrete tensile strength. In proof load testing, accurate assessment of the actual capacity was possible, thanks to the support of acoustic emission measurements.
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June 2016
Research Article|
November 23 2015
On-site assessment of bridges supported by acoustic emission Available to Purchase
Piotr Olaszek, PhD;
Piotr Olaszek, PhD
Head of Laboratory
Bridge Division, Road and Bridge Research Institute, Warsaw, Poland (corresponding author: polaszek@ibdim.edu.pl)
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Joan R. Casas, PhD;
Joan R. Casas, PhD
Professor
Bridge Engineering at Civil Engineering Department, Universitat Politècnica de Catalunya-BarcelonaTech, Barcelona, Spain
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Grzegorz Świt, PhD
Grzegorz Świt, PhD
Associate Professor
Faculty of Civil Engineering and Architecture, Kielce University of Technology, Kielce, Poland
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Publisher: Emerald Publishing
Received:
March 26 2015
Accepted:
October 15 2015
Online ISSN: 1751-7664
Print ISSN: 1478-4637
ICE Publishing: All rights reserved
2015
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2016) 169 (2): 81–92.
Article history
Received:
March 26 2015
Accepted:
October 15 2015
Citation
Olaszek P, Casas JR, Świt G (2016), "On-site assessment of bridges supported by acoustic emission". Proceedings of the Institution of Civil Engineers - Bridge Engineering, Vol. 169 No. 2 pp. 81–92, doi: https://doi.org/10.1680/jbren.15.00007
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