Print Email Facebook Twitter Measuring deflections of a corroded concrete beam loaded dynamically by a four-point-bending test Title Measuring deflections of a corroded concrete beam loaded dynamically by a four-point-bending test Author Veerman, R.P. Koenders, E.A.B. Faculty Civil Engineering and Geosciences Department Structural Engineering Date 2014-12-31 Abstract One of the key-elements in Structural Health Monitoring of reinforced concrete structures is the level of rebar corrosion and the way in which it affects the structural performance. A dynamic four-point-bending test was developed to help understanding the deflections of concrete structures under corrod-ed conditions. With this test, two equivalent beams are loaded under equal conditions. To generate corrosion, one beam was exposed to a chloride-water solution. The other beam was exposed to tap water only, in order to act as a reference. This paper reports and discusses seven weeks of experi-mental data, including deflections and crack widths. Although there was not yet a significant effect of corrosion, some changes in crack widths and in deflections were observed. Furthermore, the influence of temperature and surface wetting exposure on the structural behaviour will be discussed. To reference this document use: http://resolver.tudelft.nl/uuid:12a4fbaf-1e39-4651-8a08-a57ace155ec6 Publisher CRIB ISBN 978-2-9806762-2-2 Source Proceedings of the 10th FIB International PhD Symposium in Civil Engineering, 21 – 23 July 2014, Québec, Canada. Eds.: Bastien, J., Rouleau, N., Fiset, M., Thomassin, M. Part of collection Institutional Repository Document type conference paper Rights (c) The Author(s) Files PDF 317772.pdf 512.48 KB Close viewer /islandora/object/uuid:12a4fbaf-1e39-4651-8a08-a57ace155ec6/datastream/OBJ/view