Objective risk based structural assessment of existing concrete structures

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Abstract

Proof loading of bridges is an option to study existing bridges when crucial information is lacking. When proof loading is chosen, the question arises which maximum load should be attained during the test to demonstrate sufficient capacity, and which criteria, the “stop criteria”, based on the measurements during the test, would indicate that the test needs to be aborted before reaching the maximum desired load. A review of the literature identifies the stop criteria in currently used codes and guidelines. Beams sawn from the Ruytenschildt bridge were tested in a controlled way in the laboratory and analyzed with regard to the stop criteria from the literature. Recommendations are given for the future development of stop criteria for flexure and shear. These recommendations will form the basis for a guideline on proof loading of existing concrete bridges that is under development in The Netherlands.
Original languageEnglish
Title of host publicationLife-Cycle of Engineering Systems
Subtitle of host publicationEmphasis on Sustainable
EditorsJaap Bakker, Dan M. Frangopol, Klaas van Breugel
Place of PublicationLondon
PublisherTaylor & Francis
Pages1406–1413
ISBN (Print)978-1-138-02847-0
DOIs
Publication statusPublished - 2016
Event5th International Symposium on Life-Cycle Engineering: Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - Delft, Netherlands
Duration: 16 Oct 201620 Oct 2016
Conference number: 5
http://www.ialcce2016.org/

Conference

Conference5th International Symposium on Life-Cycle Engineering
Abbreviated title IALCCE 2016
CountryNetherlands
CityDelft
Period16/10/1620/10/16
Internet address

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  • Cite this

    Vergoossen, R., Wolfert, R., & Koenders, E. (2016). Objective risk based structural assessment of existing concrete structures. In J. Bakker, D. M. Frangopol, & K. van Breugel (Eds.), Life-Cycle of Engineering Systems: Emphasis on Sustainable (pp. 1406–1413). Taylor & Francis. https://doi.org/10.1201/9781315375175-200