SHM system vs. FEM model – comparison between measured and calculated data of a cable-stayed bridge

Author:

Biliszczuk Jan1,Hawryszków Paweł1ORCID,Teichgraeber Marco1

Affiliation:

1. Wrocław University of Science and Technology, Faculty of Civil Engineering, Wrocław, Poland

Abstract

<p>The Rędziński Bridge in Wrocław is the biggest Polish concrete cable-stayed bridge. It is equipped in a large Structural Health Monitoring system which has been collecting the measured data since the bridge opening – from the year 2011. After 7 years [2] a comparison between the measured data and the FEM calculations is presented in this paper.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference6 articles.

1. Biliszczuk J., Onysyk J., Barcik W., Prabucki P., Sułkowski M., Szczepański J., Toczkiewicz R., Tomiczek M., Tukendorf A., Tukendorf K., Ast A., Rędziński Bridge along the Wrocław Ringroad. Proceedings of the Conference Wrocław Bridge Days, 24th-25th November2011. Poland, Wrocław, DWE; 2011 (in Polish).

2. 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).

3. 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.

4. SOFiSTiK manual instruction.

5. , 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012

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