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Temperature distribution in different bridges types based on data from SHM systems

 Temperature distribution in different bridges types based on data from SHM systems
Author(s): ORCID, , ,
Presented at IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021, published in , pp. 540-548
DOI: 10.2749/ghent.2021.0540
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Monitoring systems have given the possibility of varied and long-term observation of bridge structures. The paper prestents the analysis of temperature impact on various bridge elements. The data c...
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Bibliographic Details

Author(s): ORCID (Wrocław University of Science and Technology, Wrocław, Poland)
(Wrocław University of Science and Technology, Wrocław, Poland)
(Wrocław University of Science and Technology, Wrocław, Poland)
(Research&Design Office MOSTY-WROCŁAW, Wrocław, Poland‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌)
Medium: conference paper
Language(s): English
Conference: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021
Published in:
Page(s): 540-548 Total no. of pages: 9
Page(s): 540-548
Total no. of pages: 9
DOI: 10.2749/ghent.2021.0540
Abstract:

Monitoring systems have given the possibility of varied and long-term observation of bridge structures. The paper prestents the analysis of temperature impact on various bridge elements. The data comes from three different large bridges in Poland, equipped with extensive monitoring systems, namely from an arch bridge in Puławy (built in 2008), cable-stayed bridge in Płock (built in 2005) and the cable-stayed bridge in Wrocław (built in 2011). After few years of observation an enormous and valuable database of measured parameters was stored. The analysis shows how temperature changes between individual bridge components (e.g. between decks, pylon and stay cables) affect the structure mechanical behaviour and whether the influence fulfil the standards’ recommendations. Due to various static schemes and materials used in the described bridges, individual and non-typical impact of thermal loads is expected.

Keywords:
bridges maintenance temperature distribution monitoring SHM
Copyright: © 2021 International Association for Bridge and Structural Engineering (IABSE)
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