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HASA, M.; ZICH, M.
Originální název
Experimental Verification of Precast Dapped-End Beams
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
Originální abstrakt
This article deals with the issues of designing the detail of the dapped-end beam, the design of which in practice usually employs the design method based on the strut-and-tie method. The most usual method for its reinforcing is described herein, including the selected suggestions that are mentioned in the literature. The article also presents the experiment carried out to verify the design method. A study shows the influence of the used amount of vertical and inclined hanger reinforcement on the bearing capacity and behaviour of the detail under load. The results show fairly good correspondence between the bearing capacity as determined by calculation and by the experiment. They also point out to the adequacy of using the inclined hanger reinforcement in relation to formation, development and final width of the cracks.
Anglický abstrakt
Klíčová slova
Concrete, Detail, Experiment, Strut-and-tie Method, Strut-and-Tie Model
Klíčová slova v angličtině
Autoři
Rok RIV
2019
Vydáno
30.06.2015
Nakladatel
Trans Tech Publications
Místo
Zurich Švýcarsko
ISBN
978-3-03835-474-1
Kniha
Proceedings from 21st Czech Concrete Day 2014
ISSN
1012-0394
Periodikum
Solid State Phenomena
Svazek
1106
Stát
Švýcarská konfederace
Strany od
102
Strany do
105
Strany počet
4
URL
https://www.scientific.net/AMR.1106.102
BibTex
@inproceedings{BUT155158, author="Michal {Hasa} and Miloš {Zich}", title="Experimental Verification of Precast Dapped-End Beams", booktitle="Proceedings from 21st Czech Concrete Day 2014", year="2015", journal="Solid State Phenomena", volume="1106", pages="102--105", publisher="Trans Tech Publications", address="Zurich Švýcarsko", doi="10.4028/www.scientific.net/SSP.259.184", isbn="978-3-03835-474-1", issn="1012-0394", url="https://www.scientific.net/AMR.1106.102" }