Laboratory tests of two-layer beams consisting of normal and fibered high strength concrete: Ductility and technological aspects

Keyphrases

• Two-layer Beam 100%
• Fibered 100%
• High Strength Concrete 100%
• Ductility 100%
• Technological Aspects 100%
• Fiber Content 100%
• Normal Strength Concrete 25%
• Compressed Zone 25%
• Fiber Volume Ratio 25%
• Concrete Mix 25%
• Energy Dissipation 25%
• Bending Moment 25%
• Dynamic Loading 25%
• Manufacturing Technology 25%
• Concrete Elements 25%
• Elastic Deformation 25%
• Steel Fiber 25%
• Reinforced Concrete Beam 25%
• Direct Influence 25%
• High Performance Concrete 25%
• Prestressed Beam 25%
• Dissipation Potential 25%
• Reinforcing Steel Bar 25%
• Additional Energy 25%
• High Ductility 25%
• Beam Cross Section 25%
• Fiber Distribution 25%
• Structure Design 25%
• Reinforced Concrete Sections 25%
• Fiber Weight Ratio 25%
• Poisson Coefficient 25%

Engineering

• Strength Concrete 100%
• Fiber Content 100%
• Experimental Result 25%
• Volume Ratio 25%
• Beam Section 25%
• Tensiles 25%
• Reinforced Concrete 25%
• Dynamic Loads 25%
• Concrete Mixture 25%
• Energy Dissipation 25%
• Bending Moment 25%
• Concrete Element 25%
• Steel Fiber 25%
• Reinforced Concrete Beam 25%
• Prestressed Beam 25%
• Steel Rebar 25%
• Steel Bar 25%
• High-Performance Concrete 25%
• Beam Cross Section 25%
• Manufacturing Engineering 25%
• Elastic Deformation 25%

Material Science

• Mechanical Strength 100%
• Reinforced Concrete 66%
• Concrete Mixture 33%
• Dynamic Loads 33%
• Steel Fiber 33%
• High Performance Concrete 33%
• Steel Rebar 33%
• Elastic Deformation 33%
• Bending Moment 33%