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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
Autor(en): , , , ,
Beitrag für IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022, veröffentlicht in , S. 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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Bibliografische Angaben

Autor(en): (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: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022
Veröffentlicht in:
Seite(n): 792-799 Anzahl der Seiten (im PDF): 8
Seite(n): 792-799
Anzahl der Seiten (im PDF): 8
DOI: 10.2749/prague.2022.0792
Abstrakt:

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.

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