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Abstract
The paper presents the FEM analysis of the reconstructed the Grot-Rowecki Bridge over Vistula river in Warsaw. The bridge has seven spans and consists of two independent structures with the longest spans of 120 m. After reconstruction the bridge is over 10 m wider. The numerical, nonlinear analysis has been con-ducted on a global and local FEM models. These models are defined so as they strictly comply with global structural bridge behaviour and satisfy fundamental rules of mechanics. The analysis on detailed models makes possible to have insight into the issues like the local accumulation and concentration of stresses, lo-cal stability or local dynamic factors possible. The overview of the in situ tests conducted on the bridge is presented.
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- Category:
- Conference activity
- Type:
- materiały konferencyjne indeksowane w Web of Science
- Title of issue:
- 3rd Polish Congress of Mechanics (PCM) / 21st International Conference on Computer Methods in Mechanics (CMM) strony 405 - 408
- Language:
- English
- Publication year:
- 2016
- Bibliographic description:
- Miśkiewicz M., Pyrzowski Ł., Wilde K., Chróścielewski J..: Numerical analysis and in situ tests of the Grot Rowecki Bridge in Warsaw, W: 3rd Polish Congress of Mechanics (PCM) / 21st International Conference on Computer Methods in Mechanics (CMM), 2016, Taylor & Francis Group,.
- Verified by:
- Gdańsk University of Technology
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