Flexural Behavior of Self-Compacting Concrete Beams with Steel Fiber Reinforcement with B500 Ribbed Rebar
lamiaa sadek,
hazem abdelatif
Abstract:This research aimed to study the bending behavior of self-compacting concrete (SCC) beams reinforced with steel fiber and B500 ribbed reinforcing bar. The studied variables were four: cracking patterns and failure mode, effect of main reinforcement area, effect of rebar grades, and effect of fiber content. Six rectangular beams of cross section of size 100×200 mm and a length of 2000 mm were casted and tested under four-point bending. One beam was used as a control beam without steel fibers, while the other fi… Show more
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