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KARMAZÍNOVÁ, M.
Originální název
Design resistance of steel expansion anchors under shear loading derived using methods of design assisted by testing
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
This paper deals with the basic results of the experimental research programme realized in the testing laboratory of the Institute of Metal and Timber Structures of the Faculty of Civil Engineering at BUT, which is directed towards the investigation of actual behaviour and ultimate strength of steel expansion anchors to concrete under shear loading. The problems of failure mechanism, ultimate strength, influence of edge distance and anchor diameter are discussed, especially. Based on the test results the design formulas can be verified using the methods of the design assisted by testing.
Klíčová slova
Fastening, steel expansion anchors, shear loading, experiments, test results, design assisted by testing, statistical evaluation, probabilistic resistance model, mean values, characteristic and design resistance.
Autoři
Rok RIV
2012
Vydáno
7. 9. 2012
Nakladatel
WSEAS Press
Místo
Sliema, Malta
ISBN
978-1-61804-117-3
Kniha
Proceedings of the 14th WSEAS International Conference on Mathematical and Computational Methods in Science and Engineering
Edice
I
Číslo edice
1
ISSN
2227-4588
Periodikum
Advances in Mathematical and Computational Methods
Ročník
Číslo
Stát
Řecká republika
Strany od
103
Strany do
108
Strany počet
6
BibTex
@inproceedings{BUT94217, author="Marcela {Karmazínová}", title="Design resistance of steel expansion anchors under shear loading derived using methods of design assisted by testing", booktitle="Proceedings of the 14th WSEAS International Conference on Mathematical and Computational Methods in Science and Engineering", year="2012", series="I", journal="Advances in Mathematical and Computational Methods", volume="1", number="1", pages="103--108", publisher="WSEAS Press", address="Sliema, Malta", isbn="978-1-61804-117-3", issn="2227-4588" }