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Cracking and Fatigue of Heavy Loaded Prestressed Concrete Bridge in Sweden

 Cracking and Fatigue of Heavy Loaded Prestressed Concrete Bridge in Sweden
Author(s): , , , ,
Presented at IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022, published in , pp. 792-799
DOI: 10.2749/prague.2022.0792
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A prestressed concrete bridge was built in 1963 with BBRV cables. It has three spans and a total length of 134.8 m. Due to mining activities the bridge was loaded with trucks with a total weight of...
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Bibliographic Details

Author(s): (Luleå University of Technology, Sweden)
(Luleå University of Technology, Sweden)
(Luleå University of Technology, Sweden)
(Luleå University of Technology, Sweden)
(Luleå University of Technology, Sweden)
(Luleå University of Technology, Sweden)
(Luleå University of Technology, Sweden)
ORCID (Luleå University of Technology, Sweden)
(Swedish Traffic Administration, Luleå, Sweden)
Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022
Published in:
Page(s): 792-799 Total no. of pages: 8
Page(s): 792-799
Total no. of pages: 8
DOI: 10.2749/prague.2022.0792
Abstract:

A prestressed concrete bridge was built in 1963 with BBRV cables. It has three spans and a total length of 134.8 m. Due to mining activities the bridge was loaded with trucks with a total weight of 90 ton during 2012-2014 and from 2019. Crack development has been monitored manually and from 2020 with strain gauges and LVDTs. Cracks normally vary between 0.1 to 0.3 mm in width and grow in length with time. In November 2020 some of the strain gauges on the concrete showed alarming growth and the bridge was closed for traffic. Additional strain gauges were installed on vertical reinforcement bars and an assessment was carried out of the fatigue capacity of the bridge. It was found that the new strain gauges did not indicate any growth in strain and that the fatigue capacity was sufficient. The bridge could be opened again for traffic after being closed for five weeks. Monitoring drift in the strain gauges and fatigue are discussed.

Keywords:
fatigue prestressed concrete bridge cracking assessment monitoring heavy loading
Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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