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HASA, M. ZICH, M.
Original Title
Experimental Verification of Precast Dapped-End Beams
Type
conference paper
Language
English
Original Abstract
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.
Keywords
Concrete, Detail, Experiment, Strut-and-tie Method, Strut-and-Tie Model
Authors
HASA, M.; ZICH, M.
Released
30. 6. 2015
Publisher
Trans Tech Publications
Location
Zurich Švýcarsko
ISBN
978-3-03835-474-1
Book
Proceedings from 21st Czech Concrete Day 2014
1012-0394
Periodical
Solid State Phenomena
Year of study
1106
State
Swiss Confederation
Pages from
102
Pages to
105
Pages count
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" }