Detail publikace

Experimental Verification of Precast Dapped-End Beams

HASA, M. ZICH, M.

Originální název

Experimental Verification of Precast Dapped-End Beams

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

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.

Klíčová slova

Concrete, Detail, Experiment, Strut-and-tie Method, Strut-and-Tie Model

Autoři

HASA, M.; ZICH, M.

Vydáno

30. 6. 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

Ročník

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"
}