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Effects of elevated temperature on the behaviour of concrete beams reinforced with fiber reinforced polymers

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F21%3APU139350" target="_blank" >RIV/00216305:26110/21:PU139350 - isvavai.cz</a>

  • Result on the web

    <a href="https://iopscience.iop.org/article/10.1088/1757-899X/1039/1/012008" target="_blank" >https://iopscience.iop.org/article/10.1088/1757-899X/1039/1/012008</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1088/1757-899X/1039/1/012008" target="_blank" >10.1088/1757-899X/1039/1/012008</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Effects of elevated temperature on the behaviour of concrete beams reinforced with fiber reinforced polymers

  • Original language description

    Fiber reinforced polymer (FRP) rebars have increasing popularity in the construction industry all around the world although steel rebars are widely used for reinforcing of the concrete so far. FRP bars, which have higher tensile strength compared to steel rebars with the same nominal diameter under normal conditions, are composed of resin matrix and fibers. In this paper, the load-bearing capacity of FRP reinforced concrete after elevated temperature exposition are present. The results are compared with concrete sample with steel reinforcement. Commercially produced glass FRP (GFRP) and carbon FRP (CFRP) rebars with sand coatings surface treatments were implemented in concrete beam and subjected to four-point bending load. The residual flexural strength of reinforced concrete after heating to 1000°C was obtained and evaluated and compared to results of non-heated elements. The results indicate that fire resistance of FRP reinforced beams can reach at least 60 minutes according the standard ČSN EN 13501-2.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/TH04020431" target="_blank" >TH04020431: Extension of the application area of FRP reinforcement in concrete structures</a><br>

  • Continuities

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

Others

  • Publication year

    2021

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    International Conference Building Materials, Products and Technologies (ICBMPT 2020)

  • ISBN

  • ISSN

    1757-899X

  • e-ISSN

  • Number of pages

    6

  • Pages from-to

    1-6

  • Publisher name

    IOP Publishing

  • Place of publication

    GB

  • Event location

    Telč

  • Event date

    Jun 2, 2020

  • Type of event by nationality

    EUR - Evropská akce

  • UT code for WoS article