Flexural Behaviour of Reinforced Concrete Beam Containing Steel Slag as Coarse Aggregate
作者： Arivalagan. S
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摘要: Results of an investigation conducted to study the flexural strength steel slag reinforced concrete (SSRC) containing slags mixed aspect ratio are presented. Approximately ten beam specimens size 150 mm x 900 were tested under four-point static loading in order obtain performace lives SSRC at different stress levels. The incorporated 0.1, 0.2 and 0.3% volume fraction fibres. From experimental it has been observed that moment capacity beams was higher than NWC beams. Thus, showed a ductile failure, giving amble warning before failure happened. also exhibited lot cracking thus crack width spacing small. other advantage for deflection. deflection constant load until compared failed brittle manner without warning.
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