ДЕФОРМИРОВАНИЕ ЖЕЛЕЗОБЕТОННЫХ БАЛОК С ЗАМОДЕЛИРОВАННЫМИ ТРЕЩИНАМИ

The experimental study on testing reinforced concrete bent constructions with modeling cracks showed that using plates installed in the tension zone and a imitating cracks, maybe qualitatively to change the stress-strain state (SSS) of structure, influencing on such parameters as a height and width of the cracks, step and number of cracks, deformation of the compressed and stretched zone, inflexibility of construction. There are opportunities for the regulation of the process of cracking and SSS in general.