| Issue |
E3S Web Conf.
Volume 212, 2020
2020 International Conference on Building Energy Conservation, Thermal Safety and Environmental Pollution Control (ICBTE 2020)
|
|
|---|---|---|
| Article Number | 02018 | |
| Number of page(s) | 6 | |
| Section | Construction | |
| DOI | https://doi.org/10.1051/e3sconf/202021202018 | |
| 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: volhasannikava@list.ru
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
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