Bond-slip relation in FRP reinforced concrete and its application in moment capacity assesment

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00218056" target="_blank" >RIV/68407700:21110/14:00218056 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.3850/978-981-07-8859-9_41" target="_blank" >http://dx.doi.org/10.3850/978-981-07-8859-9_41</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.3850/978-981-07-8859-9_41" target="_blank" >10.3850/978-981-07-8859-9_41</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Bond-slip relation in FRP reinforced concrete and its application in moment capacity assesment

Popis výsledku v původním jazyce

The response of FRP (Fiber Reinforced Polymer) reinforced concrete beam has been the topic of intensive previous research, because of the spread of use of modern FRP composite materials in the building industry as concrete reinforcement. The behavior ofFRP reinforced member is different from the one reinforced with regular steel reinforcement, mainly because of difference between moduli of elasticity of FRP composite reinforcement bars and steel. Due to this difference, conventional design methods usedfor years in the field of reinforced concrete structures give poor results if used with FRP reinforced structural members. Results of conventional methods tend to overestimate load carrying capacity and underestimate deformations ? both resulting in unsafe predictions. This paper points to formulating easy to use and comprehensible method of predicting moment capacity of FRP reinforced concrete beams subjected to bending loading, utilizing the bond-slip relation of the FRP reinforcement

Název v anglickém jazyce

Bond-slip relation in FRP reinforced concrete and its application in moment capacity assesment

Popis výsledku anglicky

The response of FRP (Fiber Reinforced Polymer) reinforced concrete beam has been the topic of intensive previous research, because of the spread of use of modern FRP composite materials in the building industry as concrete reinforcement. The behavior ofFRP reinforced member is different from the one reinforced with regular steel reinforcement, mainly because of difference between moduli of elasticity of FRP composite reinforcement bars and steel. Due to this difference, conventional design methods usedfor years in the field of reinforced concrete structures give poor results if used with FRP reinforced structural members. Results of conventional methods tend to overestimate load carrying capacity and underestimate deformations ? both resulting in unsafe predictions. This paper points to formulating easy to use and comprehensible method of predicting moment capacity of FRP reinforced concrete beams subjected to bending loading, utilizing the bond-slip relation of the FRP reinforcement

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/LH12168" target="_blank" >LH12168: Chování vysokohodnotných vlákny vyztužených cementových kompozitů vystavených extrémnímu zatížení</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2014

Kód důvěrnosti údajů

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

Název statě ve sborníku

2014 Proceedings of International Conference on Advances in Civil, Structural and Mechanical Engineering

ISBN

978-981-07-8859-9

ISSN

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e-ISSN

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Počet stran výsledku

5

Strana od-do

65-69

Název nakladatele

Institute of Research Engineers and Doctor

Místo vydání

3905 State Street, Suite 7-31, Santa Barbara

Místo konání akce

Bangkok, Thailand

Datum konání akce

4. 1. 2014

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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