Two-layer pre-stressed beams consisting of normal and high strength steel fibred concrete

Keyphrases

• Bending Elements 25%
• Compressed Zone 25%
• Concrete Matrix 25%
• Design Model 25%
• Dissipation Potential 25%
• Ductility 50%
• Dynamic Loading 25%
• Elastic Deflection 25%
• Fiber Ratio 25%
• Fibered 100%
• High Performance Concrete 25%
• High Strength Concrete Beam 25%
• High Strength Steel 100%
• Matrix Cracking 25%
• Normal Strength Concrete 50%
• Normal Strength Steel 100%
• Plastic Energy Dissipation 50%
• Prestress 25%
• Prestressed Beam 100%
• RC Elements 25%
• Reinforcing Steel Bar 25%
• Steel Fibered High Strength Concrete 25%
• Structural Design 25%
• Tensile Stress 25%
• Tensile Zone 50%
• Two-layer 100%
• Two-layer Beam 25%
• Ultimate Deflection 25%
• Volume Ratio 50%

Engineering

• Concrete Beam 25%
• Concrete Matrix 25%
• Design Model 25%
• Dynamic Loads 25%
• Elastic Deflection 25%
• Energy Dissipation 50%
• High Strength Steel 100%
• High-Performance Concrete 25%
• Matrix Crack 25%
• Prestressed Beam 100%
• Steel Bar 25%
• Steel Rebar 25%
• Strength Concrete 100%
• Structural Design 25%
• Tensile Stress σ 25%
• Tensiles 50%
• Volume Ratio 50%

Material Science

• Dynamic Loads 25%
• High Performance Concrete 25%
• High Strength Steels 100%
• Mechanical Strength 100%
• Steel Rebar 25%
• Ultimate Tensile Strength 25%