Issue |
MATEC Web Conf.
Volume 157, 2018
Machine Modelling and Simulations 2017 (MMS 2017)
|
|
---|---|---|
Article Number | 02055 | |
Number of page(s) | 10 | |
Section | Modelling and simulation, structural optimization | |
DOI | https://doi.org/10.1051/matecconf/201815702055 | |
Published online | 14 March 2018 |
The damage analysis of the reinforced concrete beam and the prestressed reinforced concrete beam
1
University of Žilina, Faculty of Mechanical Engineering, Department of Applied Mechanics, Univerzitná 8215/1, 010 26 Žilina, Slovak Republic
2
University of Žilina, Faculty of civil Engineering, Department of Structural Mechanics, Univerzitná 8215/1, 010 26 Žilina, Slovak Republic
* Corresponding author: milan.vasko@fstroj.uniza.sk
The paper deals with the finite-element analysis of damage in reinforced concrete beam and prestressed reinforced concrete beam. The steel reinforcement is modeled using non-linear rebar elements and an elastoplastic model of the reinforcement is considered. The initial prestress is defined in the ropes that are used to create the prestressed reinforced concrete beam. These ropes are also modeled using non-linear rebar elements and the elastoplastic material model. Created computational model allows the damage modeling of the reinforced and pre-stressed reinforced concrete beams under static loading.
Key words: reinforced concrete beam / prestressed reinforced concrete beam / rebar elements / FE analysis
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. (http://creativecommons.org/licenses/by/4.0/).
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