Detail publikace

Testing and modelling of anchorage length with frp reinforcement

HORÁK, D. PESLAR, P. GIRGLE, F. ŠTĚPÁNEK, P.

Originální název

Testing and modelling of anchorage length with frp reinforcement

Anglický název

Testing and modelling of anchorage length with frp reinforcement

Jazyk

en

Originální abstrakt

The target of this research is to prepare the recommendations for the calculation of anchorage lengths of FRP bars that are based on the present European Code method. The real bond stress capacity of a nonmetallic bar was tested on specimens during experiments. From these it was possible to specify the maximal bond stress with concrete. Numerical modeling of these experiments was carried out, including the study of the influence of concrete cover (covercrete) on bond stress. A comparison of development lengths according to different valid codes (ACI, JSCE and CNR) was carried out too, which serves as an example for the design of FRP construction today.

Anglický abstrakt

The target of this research is to prepare the recommendations for the calculation of anchorage lengths of FRP bars that are based on the present European Code method. The real bond stress capacity of a nonmetallic bar was tested on specimens during experiments. From these it was possible to specify the maximal bond stress with concrete. Numerical modeling of these experiments was carried out, including the study of the influence of concrete cover (covercrete) on bond stress. A comparison of development lengths according to different valid codes (ACI, JSCE and CNR) was carried out too, which serves as an example for the design of FRP construction today.

Dokumenty

BibTex 


@inbook{BUT55837,
  author="David {Horák} and Pavel {Peslar} and František {Girgle} and Petr {Štěpánek}",
  title="Testing and modelling of anchorage length with frp reinforcement",
  annote="The target of this research is to prepare the recommendations for the calculation of anchorage lengths of FRP bars that are based on the present European Code method. The real bond stress capacity of a nonmetallic bar was tested on specimens during experiments. From these it was possible to specify the maximal bond stress with concrete. Numerical modeling of these experiments was carried out, including the study of the influence of concrete cover (covercrete) on bond stress. A comparison of development lengths according to different valid codes (ACI, JSCE and CNR) was carried out too, which serves as an example for the design of FRP construction today.",
  address="Nakladatelství ČVUT",
  booktitle="Technical Sheets 2008 Part 2: Application of Advanced materials in Integrated Design of Structures",
  chapter="55837",
  edition="CIDEAS",
  howpublished="print",
  institution="Nakladatelství ČVUT",
  year="2009",
  month="november",
  pages="119--120",
  publisher="Nakladatelství ČVUT",
  type="book chapter"
}