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JUŘÍČEK, L. ZICH, M. HASA, M. BOBEK, L. KOMÁRKOVÁ, P.
Original Title
Precast Dapped End – Nonlinear Analysis
Type
conference paper
Language
English
Original Abstract
The article follows the results from the experiments published at the conferences Concrete days 2014 [1] and 2016 [2], in the paper [3], and also in the magazine Beton TKS [4]. The goal of the experiment was the verification of dapped ends with the different configuration of the hanger stirrups. Subsequently, the nonlinear analyses were performed in the scientific program ATENA. In this article, a new comparison with calculations using the CSFM (Compatible Stress Field Method), implemented in software IDEA StatiCa Detail, is performed.
Keywords
reinforced concrete, nonlinear solution, hanger stirrups, dapped ends
Authors
JUŘÍČEK, L.; ZICH, M.; HASA, M.; BOBEK, L.; KOMÁRKOVÁ, P.
Released
1. 8. 2021
Publisher
Solid State Phenomena (volume 322)
Location
Zurich Švýcarsko
ISBN
978-80-907611-3-1
Book
27th Concrete Days
Pages from
234
Pages to
239
Pages count
5
URL
https://www.scientific.net/SSP.309.234
BibTex
@inproceedings{BUT167256, author="Lukáš {Juříček} and Miloš {Zich} and Michal {Hasa} and Lukáš {Bobek} and Petra {Komárková}", title="Precast Dapped End – Nonlinear Analysis", booktitle="27th Concrete Days", year="2021", pages="234--239", publisher="Solid State Phenomena (volume 322)", address="Zurich Švýcarsko", doi="10.4028/www.scientific.net/SSP.322.106", isbn="978-80-907611-3-1", url="https://www.scientific.net/SSP.309.234" }