Publication detail

EFFECT OF FIRE ON FRP REINFORCED CONCRETE STRUCTURES

ZLÁMAL, M. KUČEROVÁ, A. ŠTĚPÁNEK, P.

Original Title

EFFECT OF FIRE ON FRP REINFORCED CONCRETE STRUCTURES

English Title

EFFECT OF FIRE ON FRP REINFORCED CONCRETE STRUCTURES

Type

conference paper

Language

en

Original Abstract

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.

English abstract

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.

Keywords

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

RIV year

2013

Released

25.06.2013

Publisher

GRADA Publishing

Location

Praha

ISBN

978-80-247-5015-6

Book

CESB 2013 - CENTRAL EUROPE TOWARDS SUSTAINABLE BUILDING 2013

Edition

1

Edition number

1

Pages from

493

Pages to

496

Pages count

4

BibTex


@inproceedings{BUT100751,
  author="Martin {Zlámal} and Anna {Matušíková} and Petr {Štěpánek}",
  title="EFFECT OF FIRE ON FRP REINFORCED CONCRETE STRUCTURES",
  annote="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.",
  address="GRADA Publishing",
  booktitle="CESB 2013 - CENTRAL EUROPE TOWARDS SUSTAINABLE BUILDING 2013",
  chapter="100751",
  edition="1",
  howpublished="print",
  institution="GRADA Publishing",
  year="2013",
  month="june",
  pages="493--496",
  publisher="GRADA Publishing",
  type="conference paper"
}