E3S Web Conf.
Volume 212, 20202020 International Conference on Building Energy Conservation, Thermal Safety and Environmental Pollution Control (ICBTE 2020)
|Number of page(s)||6|
|Published online||26 November 2020|
Shear resistance of self-stressing concrete elements expanded under 2D restraint conditions
Brest State Technical University, 224017, Moskovskaya 267, Brest, Belarus
* Corresponding author: firstname.lastname@example.org
An analytical design model for estimation the shear resistance of plane self-stressing concrete elements with orthogonal reinforcement is presented. The design model is based on the strut-and-tie model concept and takes into consideration the restrained expansion strains and selfstresses as a result of self-stressing concrete expansion. The results of theoretical investigations were finally compared to the experimental ones showing the suitability of proposed design method.
Key words: shear resistance / plane element / expansive concrete / design model
© The Authors, published by EDP Sciences, 2020
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.
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