Publication detail

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

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

Original Title

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

Type

conference paper

Language

English

Original Abstract

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.

Keywords

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

Authors

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

Released

8. 2. 2021

Publisher

American Institute of Physics Publishing

Location

Melville, USA

ISBN

978-0-7354-4066-1

Book

Special Concrete and Composites 2020 AIP Conf. Proc.

ISBN

0094-243X

Periodical

AIP conference proceedings

Year of study

2322

State

United States of America

Pages from

1

Pages to

9

Pages count

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"
}