Publication detail

External non-prestressed strengthening of concrete panels with FRP sheets and strips

VAŇURA, T. ŠTĚPÁNEK, P. FOJTL, J. DIBELKA, V.

Original Title

External non-prestressed strengthening of concrete panels with FRP sheets and strips

English Title

External non-prestressed strengthening of concrete panels with FRP sheets and strips

Type

conference paper

Language

en

Original Abstract

The paper describes long-term test experiments which were made at the Faculty of Civil Engineering of Brno University of Technology. The long-term experiments examine influence of time on the strengthened elements and on the changes of their behaviour. For the experiments the pre-cracked RC floor panels, subsequently strengthened with several different types of reinforcement (CFRP strips, carbon and glass fabric), were used.

English abstract

The paper describes long-term test experiments which were made at the Faculty of Civil Engineering of Brno University of Technology. The long-term experiments examine influence of time on the strengthened elements and on the changes of their behaviour. For the experiments the pre-cracked RC floor panels, subsequently strengthened with several different types of reinforcement (CFRP strips, carbon and glass fabric), were used.

Keywords

strengthening; concrete panel; CFRP strips; carbon; glass fabric

RIV year

2005

Released

12.10.2005

Publisher

University of Žilina

Location

Žilina, Slovakia

ISBN

80-8070-462-7

Book

Procceding of the 4th International Conference Concrete and Concrete Structures

Edition number

1

Pages from

443

Pages to

448

Pages count

7

BibTex


@inproceedings{BUT18401,
  author="Tomáš {Vaňura} and Petr {Štěpánek} and Jan {Fojtl} and Vladimír {Dibelka}",
  title="External non-prestressed strengthening of concrete panels with FRP sheets and strips",
  annote="The paper describes long-term test experiments which were made at the Faculty of Civil Engineering of Brno University of Technology. The long-term experiments examine influence of time on the strengthened elements and on the  changes of their behaviour. For the experiments the pre-cracked RC floor panels, subsequently strengthened with several different types of reinforcement (CFRP strips, carbon and glass fabric), were used.",
  address="University of Žilina",
  booktitle="Procceding of the 4th International Conference Concrete and Concrete Structures",
  chapter="18401",
  institution="University of Žilina",
  year="2005",
  month="october",
  pages="443--448",
  publisher="University of Žilina",
  type="conference paper"
}