Moment capacity of FRP reinforced concrete beam assessment based on centerline geometry

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00210313" target="_blank" >RIV/68407700:21110/14:00210313 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.486.211" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/AMM.486.211</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.486.211" target="_blank" >10.4028/www.scientific.net/AMM.486.211</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Moment capacity of FRP reinforced concrete beam assessment based on centerline geometry

Popis výsledku v původním jazyce

The flexural behavior 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 of FRP reinforced member is different from the one reinforced with regular steel reinforcement, mainly because of vast difference between moduli of elasticity of FRP composite reinforcement bars and steel. This difference results in the fact that conventional design methods used for years in the field of reinforced concrete structures using steel reinforcement give poor results if attempted use with FRP reinforced structural members. Results of conventional methods are so poor that use of such methods would be dangerous. They 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 ca

Název v anglickém jazyce

Moment capacity of FRP reinforced concrete beam assessment based on centerline geometry

Popis výsledku anglicky

The flexural behavior 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 of FRP reinforced member is different from the one reinforced with regular steel reinforcement, mainly because of vast difference between moduli of elasticity of FRP composite reinforcement bars and steel. This difference results in the fact that conventional design methods used for years in the field of reinforced concrete structures using steel reinforcement give poor results if attempted use with FRP reinforced structural members. Results of conventional methods are so poor that use of such methods would be dangerous. They 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 ca

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

—

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

Experimental Stress Analysis 51

ISBN

978-3-03785-977-3

ISSN

1660-9336

e-ISSN

—

Počet stran výsledku

6

Strana od-do

211-216

Název nakladatele

Trans Tech Publications

Místo vydání

Uetikon-Zurich

Místo konání akce

Litoměřice

Datum konání akce

11. 6. 2013

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

000335709900039