Publication result detail

Experimental Analysis of Composite Timber-Concrete Beam with CFRP Reinforcement

VLČEK, O.

Original Title

Experimental Analysis of Composite Timber-Concrete Beam with CFRP Reinforcement

English Title

Experimental Analysis of Composite Timber-Concrete Beam with CFRP Reinforcement

Type

Peer-reviewed article not indexed in WoS or Scopus

Original Abstract

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 paper describes experimental testing of composite timber-concrete beam with FRP reinforcement and compares results with FEM analysis.

English abstract

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 paper describes experimental testing of composite timber-concrete beam with FRP reinforcement and compares results with FEM analysis.

Keywords

Timber-concrete composite, strengthening, fibre-reinforced polymer, experimental analysis

Key words in English

Timber-concrete composite, strengthening, fibre-reinforced polymer, experimental analysis

Authors

VLČEK, O.

Released

01.11.2014

ISBN

1307-6892

Periodical

World Academy of Science, Engineering and Technology

Volume

8

Number

11

State

Republic of Turkey

Pages from

1088

Pages to

1091

Pages count

1091

BibTex

@article{BUT112531,
  author="Ondřej {Vlček}",
  title="Experimental Analysis of Composite Timber-Concrete Beam with CFRP Reinforcement",
  journal="World Academy of Science, Engineering and Technology",
  year="2014",
  volume="8",
  number="11",
  pages="1088--1091",
  issn="1307-6892"
}