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Assessment and failure test of a prestressed concrete bridge
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2017 (English)In: Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - 5th International Symposium on Life-Cycle Engineering, IALCCE 2016, CRC Press, 2017, p. 1058-1063Conference paper (Refereed)
Abstract [en]

Tests have been carried out at service- and ultimate load levels of a 55 year-old prestressed concrete girder bridge. The bridge, located in Kiruna, Sweden, was continuous in five spans with a total length of 121.5 m. The overall aim of the study was to determinate the accuracy of assessment methods for existing structures and to provide procedures for optimized assessment. Before the tests a 2D finite element (FE) analysis was performed to predict the behavior and load-carrying capacity of the bridge. In order to more accurately assess the bridge response a 3D FE model has now been developed. The actual loading history and material properties has been considered in the model. A Life Cycle Cost Assessment of the bridge has also been performed.

Place, publisher, year, edition, pages
CRC Press, 2017. p. 1058-1063
National Category
Infrastructure Engineering
Identifiers
URN: urn:nbn:se:kth:diva-216728Scopus ID: 2-s2.0-85018632781ISBN: 9781138028470 OAI: oai:DiVA.org:kth-216728DiVA, id: diva2:1153098
Conference
5th International Symposium on Life-Cycle Engineering, IALCCE 2016, Delft, Netherlands, 16 October 2016 through 20 October 2016
Note

QC 20171027

Available from: 2017-10-27 Created: 2017-10-27 Last updated: 2017-10-27Bibliographically approved

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