Detail publikace

Residual load-bearing capacity of fire-exposed concrete beams reinforced with FRP bars

PROKEŠ, J. ROZSYPALOVÁ, I. GIRGLE, F. DANĚK, P. ŠTĚPÁNEK, P.

Originální název

Residual load-bearing capacity of fire-exposed concrete beams reinforced with FRP bars

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The paper is focused on experimental study of the residual behavior of concrete beams reinforced with glass fiber reinforced polymer (GFRP), carbon fiber reinforced polymer (CFRP) and steel rebars after high temperature exposure equivalent to fire load. The four-point bending test was carried out on the beams after cooling. Beside load-bearing capacity, deflection of the beams is also presented in this study.

Klíčová slova

fire, high temperature, concrete, reinforced beams, FRP, CFRP, GFRP

Autoři

PROKEŠ, J.; ROZSYPALOVÁ, I.; GIRGLE, F.; DANĚK, P.; ŠTĚPÁNEK, P.

Vydáno

8. 2. 2021

Nakladatel

American Institute of Physics Publishing

Místo

Melville, USA

ISBN

978-0-7354-4066-1

Kniha

Special Concrete and Composites 2020 AIP Conf. Proc.

ISSN

0094-243X

Periodikum

AIP conference proceedings

Ročník

2322

Stát

Spojené státy americké

Strany od

1

Strany do

9

Strany počet

9

URL

https://aip.scitation.org/doi/abs/10.1063/5.0042799

BibTex

@inproceedings{BUT169334,
  author="Jan {Prokeš} and Iva {Čairović} and František {Girgle} and Petr {Daněk} and Petr {Štěpánek}",
  title="Residual load-bearing capacity of fire-exposed concrete beams reinforced with FRP bars",
  booktitle="Special Concrete and Composites 2020
AIP Conf. Proc.",
  year="2021",
  journal="AIP conference proceedings",
  volume="2322",
  pages="1--9",
  publisher="American Institute of Physics Publishing",
  address="Melville, USA",
  doi="10.1063/5.0042799",
  isbn="978-0-7354-4066-1",
  issn="0094-243X",
  url="https://aip.scitation.org/doi/abs/10.1063/5.0042799"
}