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: email@example.com
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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