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Data Validation of Strain-Based Monitoring Systems in Low Temperature Conditions, Case Study : The Kalix Bridge

Agredo Chavez, Angelica Maria (author)
Luleå tekniska universitet,Byggkonstruktion och brand
Ulfberg, Adrian (author)
Luleå tekniska universitet,Byggkonstruktion och brand
Gonzalez-Libreros, Jaime (author)
Luleå tekniska universitet,Byggkonstruktion och brand
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Elfgren, Lennart, Senior Professor, 1942- (author)
Luleå tekniska universitet,Byggkonstruktion och brand
Sas, Gabriel (author)
Luleå tekniska universitet,Byggkonstruktion och brand
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 (creator_code:org_t)
Springer, 2023
2023
English.
In: Building for the Future: Durable, Sustainable, Resilient - Proceedings of the fib Symposium 2023 - Volume 2. - : Springer. - 9783031325106 - 9783031325113 ; , s. 986-995
  • Conference paper (peer-reviewed)
Abstract Subject headings
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  • Over the last decades, economic growth and sustained development have enforced the need to ensure reliable and long-lasting infrastructure network to guarantee serviceability and safety. Nevertheless, detrimental effects can lead over time to insufficient structural performance under increasing service loadings and extreme events. Hence, Structural Health Monitoring (SHM) arises as a solution to cope with the need of having timely and continuous data to assess the state of crucial structural assets, such as prestressed concrete bridges. On this matter, the validation of the retrieved data becomes essential for the risk-based decision making in the assessment of bridges, where selecting the most suitable monitoring system could allow to addressed main causes to the right phenomena of deterioration during the service life of the bridge. Consistently with these efforts, this paper deals with a comparative study between the data acquired by different strain-based sensors such as Fiber optic systems (FOS) and strain gauges that were installed to monitor a proof loading test developed on a 65-year-old balanced cantilever prestressed concrete bridge located in Northern Sweden. The monitored data led to establish main differences between emerging types of monitoring systems such as FOS to the well-based strain gauges when exposed to low temperature conditions. Conclusions regarding the influencing parameters between both retrieved data are drawn when evaluating the structural response under serviceability loading conditions is performed, supporting decision makers when different levels of structural assessment are required.

Subject headings

TEKNIK OCH TEKNOLOGIER  -- Samhällsbyggnadsteknik -- Infrastrukturteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Civil Engineering -- Infrastructure Engineering (hsv//eng)

Keyword

Assessment
proof loading test
strain-based monitoring
prestressed concrete bridges
instrumentation
low temperature conditions
Sensor Validation Tools (SVTs)
Byggkonstruktion
Structural Engineering

Publication and Content Type

ref (subject category)
kon (subject category)

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