Using SHM systems data to plan the maintenance of large bridges – Polish examples

Author:

Biliszczuk Jan1,Hildebrand Maciej1,Teichgraeber Marco1

Affiliation:

1. Wroclaw University of Science and Technology Wroclaw, Poland

Abstract

<p>In Poland, monitoring systems have been installed on large bridges for over 20 years, and the collected results are used to control the condition of the facilities, and in planning maintenance works. The paper presents SHM systems installed in two cable-stayed objects:</p><ul><li><p>the Solidarity Bridge in Płock. It is a steel cable-stayed bridge with a main span of 375 m. SHM has been collecting data on this bridge since 2005.</p> </li><li><p>Rędziński Bridge in Wrocław. It is a concrete bridge with an unusual structure and spans 50 + 2 x 256 + 50 m. SHM has been collecting data on this bridge since 2011.</p> <p>Selected data from the SHM systems will be presented regarding the following:</p> </li><li><p>changes of forces in the cables during operation,</p> </li><li><p>changes in the geometry of bridges over time,</p> </li><li><p>use of monitoring results to develop design recommendations for new bridges.</p> </li></ul>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference8 articles.

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

2. SHM System and a FEM Model-Based Force Analysis Assessment in Stay Cables

3. Temperature distribution in different bridges types based on data from SHM systems;Jan Biliszczuk,2021

4. Biliszczuk, J., Teichgraeber, M. (2022). "Influence of rheological processes on the internal forces redistribution in cable-stayed bridges", 13th Central European Congress on Concrete Engineering, 13-14th September 2022, Zakopane, Poland.

5. Dynamic performance verification of the Rędziński Bridge using portable camera-based vibration monitoring systems

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