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Changing model properties with time due to corrosion of a dynamically loaded reinforced concrete beam

Veerman, R. P. ; Koenders, E. A. B. (2014)
Changing model properties with time due to corrosion of a dynamically loaded reinforced concrete beam.
1st Ageing of Materials & Structures Conference. Delft, The Netherlands (26-28 May 2014)
Konferenzveröffentlichung, Bibliographie

Kurzbeschreibung (Abstract)

Structural Health Monitoring (SHM) systems are frequently used in civil infrastructures. One important durability property in reinforced concrete (RC) structures is the level of steel bar corrosion. In a dynamic four-point-bending test, two beams are loaded simultaneously, in which corrosion is accelerated in one of them. Since geophones are commonly used in SHM systems to monitor vertical deformations and to calculate modal properties, the first natural frequency of both beams are analysed in this paper. It is discovered that many properties, like temperature and moisture, may influence natural frequencies. Besides this, calculated natural frequencies may fluctuate. Experiments showed that the first natural frequency in the corroded beam decreases while it remains almost constant in the uncorroded situation.

Typ des Eintrags: Konferenzveröffentlichung
Erschienen: 2014
Autor(en): Veerman, R. P. ; Koenders, E. A. B.
Art des Eintrags: Bibliographie
Titel: Changing model properties with time due to corrosion of a dynamically loaded reinforced concrete beam
Sprache: Englisch
Publikationsjahr: Mai 2014
Verlag: DCMat Ageing Centre, Delft University of Technology
Veranstaltungstitel: 1st Ageing of Materials & Structures Conference
Veranstaltungsort: Delft, The Netherlands
Veranstaltungsdatum: 26-28 May 2014
URL / URN: http://resolver.tudelft.nl/uuid:1bf3dbc5-b798-470d-a68f-720c...
Kurzbeschreibung (Abstract):

Structural Health Monitoring (SHM) systems are frequently used in civil infrastructures. One important durability property in reinforced concrete (RC) structures is the level of steel bar corrosion. In a dynamic four-point-bending test, two beams are loaded simultaneously, in which corrosion is accelerated in one of them. Since geophones are commonly used in SHM systems to monitor vertical deformations and to calculate modal properties, the first natural frequency of both beams are analysed in this paper. It is discovered that many properties, like temperature and moisture, may influence natural frequencies. Besides this, calculated natural frequencies may fluctuate. Experiments showed that the first natural frequency in the corroded beam decreases while it remains almost constant in the uncorroded situation.

Freie Schlagworte: chemical degradation, concrete beam, dynamic load, natural frequencies, time dependency
Fachbereich(e)/-gebiet(e): 13 Fachbereich Bau- und Umweltingenieurwissenschaften
13 Fachbereich Bau- und Umweltingenieurwissenschaften > Institut für Werkstoffe im Bauwesen
Hinterlegungsdatum: 08 Jun 2015 14:53
Letzte Änderung: 01 Jun 2016 07:44
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