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VAŠÁTKO, D. ZLÁMAL, M. ČAIROVIĆ, D. LAGIŇ, J. ZLÁMALOVÁ, P. ŠTĚPÁNEK, P.
Original Title
Design of the anchorage length of FRP reinforcement with the influence of extreme temperature loading due to the efects of fire
Type
conference paper
Language
English
Original Abstract
The extremely high temperatures from fire exposure have a negative impact on the behaviour of reinforced concrete structures regardless of the type of reinforcement used. The reduced mechanical properties of the materials used need to be taken into account in the design of the structure, including anchorage length, to ensure that the reinforcement does not pull out from the concrete. In the case of Fibre Reinforced Polymers (FRP) reinforcement, there are limited number of codes addressing the design issues in a fire situation. This article, based on experimental findings, proposes a procedure for determining anchorage length of FRP reinforcement under elevated temperatures.
Keywords
Fibre Reinforced Polymers (FRP), anchorage length, extremely high temperature
Authors
VAŠÁTKO, D.; ZLÁMAL, M.; ČAIROVIĆ, D.; LAGIŇ, J.; ZLÁMALOVÁ, P.; ŠTĚPÁNEK, P.
Released
1. 4. 2024
Location
Brno
ISBN
978-80-86433-83-7
Book
Proceedings 26th International Scientific Conference of Civil Engineering.
Edition
1
Pages count
7
URL
https://juniorstav.fce.vutbr.cz/wp-content/uploads/2024/04/03_DOI_24075-FINAL-David-Vasatko.pdf
BibTex
@inproceedings{BUT187581, author="David {Vašátko} and Martin {Zlámal} and Dorde {Čairović} and Juraj {Lagiň} and Pavlína {Zlámalová} and Petr {Štěpánek}", title="Design of the anchorage length of FRP reinforcement with the influence of extreme temperature loading due to the efects of fire", booktitle="Proceedings 26th International Scientific Conference of Civil Engineering.", year="2024", series="1", pages="7", address="Brno", isbn="978-80-86433-83-7", url="https://juniorstav.fce.vutbr.cz/wp-content/uploads/2024/04/03_DOI_24075-FINAL-David-Vasatko.pdf" }