Precast Dapped End - Nonlinear Analysis

Lukáš Juříček; Miloš Zich; Michal Hasa; Petra Komárková; Lukáš Bobek

doi:10.4028/www.scientific.net/SSP.322.106

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Experimental and Numerical Study of Reinforcement Strains in RC Ties
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HomeSolid State PhenomenaSolid State Phenomena Vol. 322Precast Dapped End - Nonlinear Analysis

Precast Dapped End - Nonlinear Analysis

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

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Periodical:

Solid State Phenomena (Volume 322)

Pages:

106-110

DOI:

https://doi.org/10.4028/www.scientific.net/SSP.322.106

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Online since:

August 2021

Authors:

Lukáš Juříček, Miloš Zich*, Michal Hasa, Petra Komárková, Lukáš Bobek

Keywords:

Dapped Ends, Hanger Stirrups, Nonlinear Solution, Reinforced Concrete

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References

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