Evaluating the Effectiveness of Bond Strength Relative to Plain Reinforcement Bar Diameter in HVFA-SCC Beam Lap Splices
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Abstract
The primary issue with Portland cement production, a critical component in concrete, is its considerable CO2 emissions. An effective strategy to reduce CO2 emissions from cement manufacturing involves using fly ash as a substantial replacement for cement. Experimental research has concentrated on comparing the bond strength of plain steel reinforcement with concrete constructed using High Volume Fly Ash - Self Compacting Concrete (HVFA- SCC). This comparison involves substituting at least 50% of the cement with fly ash. The experimental program includes six splice beam test specimens as controls. Additionally, this study compares the results with those from a control specimen bond database. The findings indicate that HVFA-SCC beams exhibit superior mean bond strength compared to other types of concrete.
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