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

Author:

Biliszczuk Jan1ORCID,Hildebrand Maciej1,Teichgraeber Marco1,Onysyk Hanna2

Affiliation:

1. Wrocław University of Science and Technology, Wrocław, Poland

2. Research&Design Office MOSTY-WROCŁAW, Wrocław, Poland‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌

Abstract

<p>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.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference11 articles.

1. Rędziński Bridge in Wrocław—The Largest Concrete Cable-Stayed Bridge in Poland;Jan Biliszczuk;Structural Engineering International

2. Biliszczuk J., Barcik W., Sieńko R. System monitorowania mostu w Puławach(Hanger)Jan1.210.840.16Feb17.2710.337.61Mar25.6320.2017.35Apr30.7321.6918.07May41.3626.3021.16Jun45.0332.2529.35Jul49.6834.8630.98Aug46.0635.5031.41Sept32.0624.5720.21Oct23.5216.3113.19Nov22.1918.2415.00Dec10.1711.028.07ConclusionsThe presented examples of various types of bridges show how in each type of structure the temperature is individually distributed. It can be seen, that despite the constant temperature of(Structural Monitoring System of the Bridgein Puławy). Mosty (Bridges). 4/2009: 12-17.

3. Eurocode 1. (2005). EN 1991-1-5, Action on structures, Part 1-5:General actions – Thermal actions

4. Hajdin N., Stipanic B., Krawczyk J., WachalskK. (2004). The Roadway Bridge over Vistula River in Plock (Poland), Proceedings of the 5th International Conference on Bridges across the Danube, Bridges in Danube Basin. Euro Gardi Group. Novi Sad. 2004. (pp. 359- 370)

5. Hildebrand M., Nowak Ł. Measurement of temperature distribution within steel box girder of Vistula River bridge in Central Europe. Baltic Journal of Road and Bridge Engineering. 2020, vol. 15, No. 4, pp. 71-95.

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