Abstract:
The article presents the results of laboratory research on the stress-strain state of fiber reinforced concrete beams dispersed with reinforced concrete and basalt fibers. At the same time, in the research work, fiber reinforced concrete beams were prepared by adding different amounts of 10 mm and 30 mm length fibers to the concrete. The results obtained show that the strength of reinforced beams with basalt fibers is higher than that of ordinary reinforced concrete beams.
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