Experimental and Numerical Evaluation for Hybrid Reinforced T-Beam with Different Ratios of Recycled Rubberized Concrete
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DOI: 10.1186/s40069-024-00670-3
Abstract: The use of hybrid GFRP and steel bars as main reinforcement increases the flexural capacity of T-section concrete beams and reduces ductility. Adding recycled rubber to the concrete mix would further enhance the ductility of… read more here.
Keywords: hrtb brh1; rubberized concrete; steel bars; brh1 brh3a ... See more keywords