Publication detail

Experimental Verification of Precast Dapped-End Beams

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

ISBN

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"
}