Monitoring, analysis and durability assessment of a concrete cable-stayed bridge

Author:

Biliszczuk Jan1,Hawryszków Paweł1ORCID,Teichgraeber Marco1

Affiliation:

1. Wrocław University of Science and Technology

Abstract

<p>Over the last 20 years big bridges in Poland have been built and equipped in Structural Health Monitoring systems (SHM). One of those objects is the Rędziński Bridge in Wrocław. It is a cable-stayed concrete bridge built along the motorway A8 in 2011. Since this time the SHM has been collecting data from 222 installed sensors. The bridge is outstanding because of its unusual structure: two separate concert box girders are suspended to a single pylon. The connection is made of 160 stay cables – so this is also the most sensitive part of the structure.</p><p>The first part of the paper concerns the SHM application. In the next part the measured data form the period 2011-2017 are presented, containing comparisons between forces in cables and temperature changes in the whole structure. The third part will include SHM based calculations and simulations with a complex FEM model, to check the measured data and to estimate future measurements. The last part contains the durability assessment calculation for the cable stays.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference7 articles.

1. Rędziński Bridge in Wrocław—The Largest Concrete Cable-Stayed Bridge in Poland

2. , 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012

3. Biliszczuk J., Hawryszków P., Onysyk J., Teichgraeber M. "Data analysis of the SHM System of the Rędziński Bridge". 2nd Report from the year 2017. Wrocław; 2017 (in Polish).

4. Biliszczuk J., Hawryszków P., Teichgraeber M., "Structural Health Monitoring system of a concrete cable-stayed bridge". Proceedings of the Central European Congress on Concrete Engineering CCC 2017, Hungary, Tokaj; 2017.

5. Bień J., Kużawa M., Kamiński T. "Validation of numerical models of concrete box bridges based on load test results". Archives of Civil and Mechanical Engineering. 2015; 15(4): 1046-1060.

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