Parametric study of a reinforced concrete footbridge strengthened by a layer of UHPFRC

Parametric study of a reinforced concrete footbridge strengthened by a layer of UHPFRC

This paper deals with the presentation of a parametric study of the strengthening of a reinforced concrete footbridge with a layer of reinforced UHPFRC on its upper surface. In order to increase its load carrying capacity, stiffness and durability, the design of strengthening with 50 mm thick UHPFR...

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Bibliographic Details
Main Authors: Petr Kněž, Milan Holý, Jiří Kolísko
Format: Article
Language:English
Published: Czech Technical University in Prague 2025-07-01
Series:Acta Polytechnica CTU Proceedings
Subjects:
UHPFRC
footbridge
reinforced concrete
strengthening
degradation
FEA
Online Access:https://ojs.cvut.cz/ojs/index.php/APP/article/view/10740
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