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The objective of this study was to evaluate the effect of corrosion on shear behavior of self-consolidating concrete (SCC) beams. Reinforced normal concrete (R-NC) specimens that have equal compressive strength to the SCC specimens were also used for control purposes. Twenty reinforced concrete beams with dimensions of 150mm×220mm×1400mm (10 SCC and 10 NC) were manufactured for the study. Using accelerated...