Abstract:
There are presented the results of an experimental study of the strength of
compressed reinforced concrete elements with polymer-reinforced plastics FIBARM TAPE
530/300. Reinforcement of compressed reinforced concrete elements with cages made of fiberreinforced plastics causes triaxial compression in concrete, in which the strength of the elements can increase several times. Gluing clips of unidirectional vertical grids led to an increase
in the strength of the compressed elements of a circular cross-section.