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KARMAZÍNOVÁ, M.
Originální název
Resistance of the fastening to concrete under repeated loading
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
This paper deals with the problem of the resistance of the fastening of steel to concrete. The brief information about the results of experimental research programme concentrated to the post-installed steel anchors is presented in this paper. Especially this research programme was directed to the analysis of actual behaviour and load-carrying capacity of expansion steel anchors under tension loading actions, both under static loading both under repeated (cyclic) loading. The actual behaviour in the process of loading, the failure mechanism and ultimate strength were monitored during the experiments. The resistances obtained from the tests for cyclic loading have been compared with the resistances obtained from the tests for static loading. The ultimate tension forces obtained from experiments have been evaluated using the statistical methods, eventually using the procedure for the determination of the characteristic and design values of the resistance according to EC 1.
Klíčová slova
Fastening of steel to concrete, expansion anchors, repeated (cyclic) loading, tension loading, load-carrying capacity, experimental verification, resistance, characteristic value, design value.
Autoři
Rok RIV
2005
Vydáno
8. 6. 2005
Nakladatel
Druck und Verlagshaus Mainz Gmbh Aachen
Místo
Maastricht
ISBN
3-86130-812-6
Kniha
Sborník mezinárodní konference Eurosteel 2005
Edice
Volume C
Strany od
33
Strany do
40
Strany počet
8
BibTex
@inproceedings{BUT20864, author="Marcela {Karmazínová}", title="Resistance of the fastening to concrete under repeated loading", booktitle="Sborník mezinárodní konference Eurosteel 2005", year="2005", series="Volume C", pages="33--40", publisher="Druck und Verlagshaus Mainz Gmbh Aachen", address="Maastricht", isbn="3-86130-812-6" }