Design of the anchorage length of FRP reinforcement with the influence of extreme temperature loading due to the efects of fire
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F24%3APU150554" target="_blank" >RIV/00216305:26110/24:PU150554 - isvavai.cz</a>
Výsledek na webu
<a href="https://juniorstav.fce.vutbr.cz/wp-content/uploads/2024/04/03_DOI_24075-FINAL-David-Vasatko.pdf" target="_blank" >https://juniorstav.fce.vutbr.cz/wp-content/uploads/2024/04/03_DOI_24075-FINAL-David-Vasatko.pdf</a>
DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Design of the anchorage length of FRP reinforcement with the influence of extreme temperature loading due to the efects of fire
Popis výsledku v původním jazyce
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.
Název v anglickém jazyce
Design of the anchorage length of FRP reinforcement with the influence of extreme temperature loading due to the efects of fire
Popis výsledku anglicky
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.
Klasifikace
Druh
O - Ostatní výsledky
CEP obor
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OECD FORD obor
20102 - Construction engineering, Municipal and structural engineering
Návaznosti výsledku
Projekt
<a href="/cs/project/CK04000283" target="_blank" >CK04000283: Tunelové ostění vyztužené kompozitními materiály se zvýšenou trvanlivostí a odolností</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2024
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů