Detail publikačního výsledku

Experimental Analysis of Composite Timber-Concrete Beam with CFRP Reinforcement

VLČEK, O.

Originální název

Experimental Analysis of Composite Timber-Concrete Beam with CFRP Reinforcement

Anglický název

Experimental Analysis of Composite Timber-Concrete Beam with CFRP Reinforcement

Druh

Článek recenzovaný mimo WoS a Scopus

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

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

Klíčová slova

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

Klíčová slova v angličtině

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

Autoři

VLČEK, O.

Vydáno

01.11.2014

ISSN

1307-6892

Periodikum

World Academy of Science, Engineering and Technology

Svazek

8

Číslo

11

Stát

Turecká republika

Strany od

1088

Strany do

1091

Strany počet

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"
}