UHPFRC Segmental Footbridge Velodrom in Brno
<p>The new crossing of 7 road lines is designed as a single-span parapet beam with overhanged parts. The superstructure is composed of 7 UHPFRC segments that are prestressed by unbonded strands. This approach was adopted because of the footbridge’s temporary life in this place. UHPFRC segmental footbridge was selected because it allows a dismantling of the superstructure and its reassemble in different segmental layouts elsewhere. The main span is 53.8 m with an overhang is 2.55 m at each side. The cross section in the main span is ‘U shape’ with a recessed wall, the total height is 1.475 m. Overhang parts are “L shape” segments and they are connected to U shape by a combination of prestressing bars and tendons.</p>
Authors
- Jan Nováček (ORCID: https://orcid.org/0000-0001-6999-9164)
- Jiří Stráský (ORCID: https://orcid.org/0000-0002-9132-2413)
- Daniel Hibs
Institutions
- Strasky Husty and Partners (Czechia) (CZ)
- Brno University of Technology (CZ)
Publication Details
- Published
- 2025-08-27
- DOI
- https://doi.org/10.24904/footbridge2025.33
- Primary Topic
- Infrastructure Maintenance and Monitoring
- Type
- article
- Field-Weighted Citation Impact
- 0.00