Únava betonové desky s předepnutou CFRP výztuží

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F09%3A01153089" target="_blank" >RIV/68407700:21110/09:01153089 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Fatigue of Concrete Slabs Pre-stressed with CFRP Tendons

Popis výsledku v původním jazyce

Service life of steel-reinforced concrete structures is in many cases limited by the durability of the reinforcement itself. There are several possibilities how to improve corrosion resistance but none of these measures or its combination has proved to eliminate the long-term risk of steel corrosion. For this reason in recent years non-metallic reinforcement, such as fibre reinforced polymers (FRP), has gained great deal of interest by many researchers. Because of its promising properties, FRP bars havebeen studied all over the world. The main research areas include durability of FRP bars in alkaline environment, flexure and shear behaviour of structures reinforced with either normal or pre-tensioned FRP reinforcement. However, virtually no work has been in done in terms of fatigue of concrete members pretensioned with FRP tendons.

Název v anglickém jazyce

Fatigue of Concrete Slabs Pre-stressed with CFRP Tendons

Popis výsledku anglicky

Service life of steel-reinforced concrete structures is in many cases limited by the durability of the reinforcement itself. There are several possibilities how to improve corrosion resistance but none of these measures or its combination has proved to eliminate the long-term risk of steel corrosion. For this reason in recent years non-metallic reinforcement, such as fibre reinforced polymers (FRP), has gained great deal of interest by many researchers. Because of its promising properties, FRP bars havebeen studied all over the world. The main research areas include durability of FRP bars in alkaline environment, flexure and shear behaviour of structures reinforced with either normal or pre-tensioned FRP reinforcement. However, virtually no work has been in done in terms of fatigue of concrete members pretensioned with FRP tendons.

Druh

D - Stať ve sborníku

CEP obor

JI - Kompositní materiály

OECD FORD obor

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Projekt

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Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2009

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Workshop 09

ISBN

978-80-01-04286-1

ISSN

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e-ISSN

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Počet stran výsledku

2

Strana od-do

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Název nakladatele

ČVUT

Místo vydání

Praha

Místo konání akce

Praha

Datum konání akce

16. 2. 2009

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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