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.
Authors
Additional information
- Category
- Aktywność konferencyjna
- Type
- materiały konferencyjne indeksowane w Web of Science
- Language
- angielski
- Publication year
- 2016
