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ČAIROVIĆ Đorđe, GIRGLE František, KOSTIHA Vojtěch, KADLEC Jaroslav, ŠTĚPÁNEK Petr
Originální název
Comparison and review of concrete-to-concrete interface shear resistance according to major design codes
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
The paper focuses on interface shear behavior, more precisely on shear resistance of the interface between lightweight and regular concrete layers cast at different times without shear reinforcement crossing the interface. Different approaches according to most of major design codes (Eurocode, ACI and Model Code 2010 among other) are briefly reviewed, with emphasis on difference between variables resp. material and cross-section characteristics, on which interface resistance depends. Furthermore, two sets of experiments were carried out: direct shear test on Ztype specimens and slant shear test slightly modified to enforce adhesive failure. Obtained results are compared with theoretical values.
Klíčová slova
Interface shear resistance, shear-friction, lightweight concrete, semi-precast structures, precast structures.
Autoři
Vydáno
25. 4. 2016
Nakladatel
Trans Tech Publications, Switzerland
ISBN
978-3-03835-675-2
Kniha
Proceedings from 22nd Czech Concrete Day 2015
ISSN
1662-9779
Periodikum
Solid State Phenomena
Ročník
249
Stát
Švýcarská konfederace
Strany od
166
Strany do
172
Strany počet
8
URL
https://www.scientific.net/SSP.249.166
BibTex
@inproceedings{BUT124692, author="Dorde {Čairović} and František {Girgle} and Vojtěch {Kostiha} and Jaroslav {Kadlec} and Petr {Štěpánek}", title=" Comparison and review of concrete-to-concrete interface shear resistance according to major design codes", booktitle="Proceedings from 22nd Czech Concrete Day 2015", year="2016", journal="Solid State Phenomena", volume="249", pages="166--172", publisher="Trans Tech Publications, Switzerland", doi="10.4028/www.scientific.net/SSP.249.166", isbn="978-3-03835-675-2", issn="1662-9779", url="https://www.scientific.net/SSP.249.166" }