Non-Linear Analysis of Hybrid Reinforced T- Beam with Partial Substitution Recycled Rubberized Concrete

Abstract At present, the need to make use of industrial waste materials is increasing due their harmful effects on environment. In present work, behavior hybrid reinforced T-Beam with partial substitution recycled rubberized concrete studied. The finite element modeling by using ANSYS version 15 program. It contains also all required steps needed create models that were prepared study beams (RRC). reinforcement was various combinations polymer GFRP and steel bars. Rubberized mixes 7.5 %, 10 12.5 % replacements volume. ratio at mid‐span section second parameter investigated. Due large number parameters affecting Hybrid Reinforced T- Beam Recycled Concrete, an extensive parametric performed Three investigated namely; Bottom RFT, compressive strength concrete, existence opening. analytical results agree well experimental in terms mode failure load values. indicated although flexural capacity tested specimen decreased addition Crumb Rubber reduced its self-weight. beam increases bottom bar or CFRP bar. Also, bars had a higher than Having opening maximum deflection. bars, vicinity openings T-Beams increased these beams.