Numerical and experimental studies of bent elements of basalt fiber reinforced concrete with prestressed glass composite reinforcement under static and short-term dynamic loads
Tomsk State University of Architecture and Building, Department of Reinforced Concrete and Masonry Structures, 634003, Tomsk, 2 Solyanaya Sq., Russia
* Corresponding author: firstname.lastname@example.org
Published online: 30 October 2019
The article shows studies of bending basalt fiber reinforced concrete elements with pre-stressed glass composite reinforcement under static and short-term dynamic effects. Main results of numerical and experimental studies are presented. It is experimentally established and theoretically confirmed that a significant increase in the strength and crack resistance of the normal sections of concrete bent elements is observed when using basalt fiber reinforcement and pre-stressed glass composite reinforcement.
© The Authors, published by EDP Sciences, 2019
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