The study was conducted using a laboratory approach in which five full reinforced concrete beams were subjected to four-point loading tests. One of the beams is selected as a reference sample and the other four beams are reinforced at the lower surfaces of the concrete beams with a layer of HPFRCC material, and the bending behavior and the ductility of the beams are compared. The highest plasticity occurs in beams reinforced with HPFRCC 1-2 samples (BH-1 sample) and (BH-2 with a 41% increase over the reference sample) due to the higher ultimate tensile strain of these reinforced materials than conventional concrete and utility system performance. In samples with 1% fibers an average of 23% increase in flexural capacity and in 3% of fibers an average of 26% increase in flexural capacity.
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Asadi, M. R. (2019). The effect of HPFRCC on flexural capacity and ductility of reinforced concrete beams. Civil and Project journal, 1(6), 34-44.
MLA
Asadi, M. R. "The effect of HPFRCC on flexural capacity and ductility of reinforced concrete beams", Civil and Project journal, 1, 6, 2019, 34-44.
HARVARD
Asadi M. R. (2019). 'The effect of HPFRCC on flexural capacity and ductility of reinforced concrete beams', Civil and Project journal, 1(6), pp. 34-44.
CHICAGO
M. R. Asadi, "The effect of HPFRCC on flexural capacity and ductility of reinforced concrete beams," Civil and Project journal, 1 6 (2019): 34-44,
VANCOUVER
Asadi M. R. The effect of HPFRCC on flexural capacity and ductility of reinforced concrete beams. CPJ. 2019;1(6):34-44 (In Persian).
