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
Documents
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"
}