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

Result code in 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>

Result on the web

<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>

Result language

angličtina

Original language name

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

Original language description

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

Czech name

—

Czech description

—

Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

—

Project

<a href="/en/project/LH12168" target="_blank" >LH12168: Behaviour of High-Performance Fiber-Reinforced Cementitious Composites Subjected to Extreme Loading</a><br>

Continuities

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

Publication year

2014

Confidentiality

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

Article name in the collection

Experimental Stress Analysis 51

ISBN

978-3-03785-977-3

ISSN

1660-9336

e-ISSN

—

Number of pages

6

Pages from-to

211-216

Publisher name

Trans Tech Publications

Place of publication

Uetikon-Zurich

Event location

Litoměřice

Event date

Jun 11, 2013

Type of event by nationality

EUR - Evropská akce

UT code for WoS article

000335709900039