Shear behavior of steel reinforced recycled aggregate concrete beams after exposure to elevated temperatures

Engineering

• Elevated Temperature 100%
• Recycled Aggregate 100%
• Reinforced Steel 100%
• Concrete Beam 100%
• Shear Property 100%
• Coarse Aggregate 33%
• Aggregate Replacement 33%
• Initial Stiffness 16%
• Increasing Temperature 16%
• Natural Aggregate 16%
• Aggregate Concrete 16%
• Experimental Result 8%
• Room Temperature 8%
• Compression Strength 8%
• Compressive Strength 8%
• Bearing Capacity 8%
• Concrete Structure 8%
• Temperature Increase 8%
• Color Change 8%
• Design Code 8%