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HORÁK, D. PESLAR, P. GIRGLE, F. ŠTĚPÁNEK, P.
Originální název
Testing and modelling of anchorage length with frp reinforcement
Typ
kapitola v knize
Jazyk
angličtina
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.
Klíčová slova
concrete, FRP reinforcement; anchorage length;
Autoři
HORÁK, D.; PESLAR, P.; GIRGLE, F.; ŠTĚPÁNEK, P.
Vydáno
1. 11. 2009
Nakladatel
Nakladatelství ČVUT
Místo
Praha
ISBN
978-80-01-04460-5
Kniha
Technical Sheets 2008 Part 2: Application of Advanced materials in Integrated Design of Structures
Edice
CIDEAS
Číslo edice
1
Strany od
119
Strany do
120
Strany počet
2
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", booktitle="Technical Sheets 2008 Part 2: Application of Advanced materials in Integrated Design of Structures", year="2009", publisher="Nakladatelství ČVUT", address="Praha", series="CIDEAS", edition="1", pages="119--120", isbn="978-80-01-04460-5" }