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HORÁK, D. PESLAR, P. GIRGLE, F. ŠTĚPÁNEK, P.
Original Title
Testing and modelling of anchorage length with frp reinforcement
Type
book chapter
Language
English
Original Abstract
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.
Keywords
concrete, FRP reinforcement; anchorage length;
Authors
HORÁK, D.; PESLAR, P.; GIRGLE, F.; ŠTĚPÁNEK, P.
Released
1. 11. 2009
Publisher
Nakladatelství ČVUT
Location
Praha
ISBN
978-80-01-04460-5
Book
Technical Sheets 2008 Part 2: Application of Advanced materials in Integrated Design of Structures
Edition
CIDEAS
Edition number
1
Pages from
119
Pages to
120
Pages count
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" }