Tension-Stiffening of Reinforced HVFA-SCC Beams

Prediction of cracking behavior and deformation reinforced concrete is a complex problem, including that can still bear tensile stress after due to the bond between reinforcement surrounding concrete, termed tension-stiffening effect. This research aims determine High Volume Fly Ash Self-compacting Concrete (HVFA-SCC) at various ratios. In this analysis, shrinkage creep effects are taken away. The data used in analysis was obtained from beams tested with two loading points. tests were conducted on six HVFA-SCC Normal (NC) dimensions 150 x 250 2000 mm, ratios 0.61%, 1.10% 1.55%. shows effect negligible, so it be ignored calculation. On other hand, increases value maximum by 1.43% ultimate (