Detail publikace

Effect of external FRP reinforcement on timber-concrete beam bearing capacity and deflection

VLČEK, O.

Originální název

Effect of external FRP reinforcement on timber-concrete beam bearing capacity and deflection

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The paper deals with current issues in research of advanced methods to increase reliability of traditional timber structural elements. It analyses the issue of strengthening of bent timber beams, such as ceiling beams in old (historical) buildings with additional concrete slab in combination with externally bonded fibre - reinforced polymer. The study evaluates resistance of a selected group of timber beams only with concrete slab and with additional GFRP reinforcement and observes an increase of beam resistance and decrease of deflection after reinforcing. An elastic (EN 1995) calculation method and evaluation with nonlinear analysis software were used.

Klíčová slova

Timber-concrete composite, strengthening, fibre-reinforced polymer, theoretical analysis, 7xA4

Autoři

VLČEK, O.

Rok RIV

2013

Vydáno

12. 4. 2013

Nakladatel

Technical University of Kosice, Faculty of Civil Engineering

Místo

Košice, Slovakia

ISBN

978-80-553-1305-4

Kniha

Proceedings of The 5th PhD Student Conference of Civil Engineering and Architecture

Strany od

1

Strany do

7

Strany počet

7

BibTex

@inproceedings{BUT105104,
  author="Ondřej {Vlček}",
  title="Effect of external FRP reinforcement on timber-concrete beam bearing capacity and deflection",
  booktitle="Proceedings of The 5th PhD Student Conference of Civil Engineering and Architecture",
  year="2013",
  pages="1--7",
  publisher="Technical University of Kosice, Faculty of Civil Engineering",
  address="Košice, Slovakia",
  isbn="978-80-553-1305-4"
}