Detail publikace

EFFECT OF FIRE ON FRP REINFORCED CONCRETE STRUCTURES

ZLÁMAL, M. KUČEROVÁ, A. ŠTĚPÁNEK, P.

Originální název

EFFECT OF FIRE ON FRP REINFORCED CONCRETE STRUCTURES

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

New type of composite CGFRP (Carbon-Glass Fibre Reinforced Polymers) reinforcement has been developed in recent years at Brno University of Technology. The paper deals with experiments specially aimed on behaviour of pre-stressed and non pre-stressed panels subjected to fire effects. The behaviour of test panels during the fire was compared using different thickness of test structures together with the influence of the pre-stressing. The results demonstrate that in case of good anchoring of CGFRP reinforcement it is possible to use this reinforcement for load transfer even after significant damage (even burn-out of epoxy matrix) done by fire.

Klíčová slova

FRP, fire safety, pre-stressed concrete, effects of fire

Autoři

ZLÁMAL, M.; KUČEROVÁ, A.; ŠTĚPÁNEK, P.

Rok RIV

2013

Vydáno

25. 6. 2013

Nakladatel

GRADA Publishing

Místo

Praha

ISBN

978-80-247-5015-6

Kniha

CESB 2013 - CENTRAL EUROPE TOWARDS SUSTAINABLE BUILDING 2013

Edice

1

Číslo edice

1

Strany od

493

Strany do

496

Strany počet

4

BibTex

@inproceedings{BUT100751,
  author="Martin {Zlámal} and Anna {Matušíková} and Petr {Štěpánek}",
  title="EFFECT OF FIRE ON FRP REINFORCED CONCRETE STRUCTURES",
  booktitle="CESB 2013 - CENTRAL EUROPE TOWARDS SUSTAINABLE BUILDING 2013",
  year="2013",
  series="1",
  number="1",
  pages="493--496",
  publisher="GRADA Publishing",
  address="Praha",
  isbn="978-80-247-5015-6"
}