Belgorod, Russian Federation
GRNTI 67.11 Строительные конструкции
BBK 38 Строительство
The results of bending tests of RC beams with different content (50 % and 100 %) of glass-plastic bars in tensioned area of cross-section are given in the article. Dependence between stress-strain condition parameters for such elements and quantity of glass-plastic bars is determined. All beams were ruptured by inclined section, what is explained in the article. This type of reinforcement is found out to be ineffective in comparison with traditional ones. Further research will consider portion of glass-plastic bars reduced to 30 % of total amount of reinforcement.
glass plastic and steel reinforcement, bar, RC beam, sample, ultimate load, inclined crack
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