Methodology and Experimental Investigation of Linear Creep Behavior in Two-Layer Reinforced Concrete Beams

Keyphrases

• Two-layer 100%
• Linear Creep 100%
• Reinforced Concrete Beam 100%
• Creep Behavior 100%
• Normal Strength Concrete 66%
• Creep Effect 66%
• Deflection 66%
• Steel Fibered High Strength Concrete 66%
• Two-layer Beam 33%
• Load Capacity 33%
• Nonlinear Creep 33%
• Creep 33%
• Four-point Bending 33%
• Tensile Zone 33%
• Normal Strength Steel 33%
• Long-term Loading 33%
• Elastic Stage 33%
• Mid-span Deflection 33%
• Pure Bending 33%
• Bending Zone 33%
• Load-deflection Curve 33%
• Concrete Layer 33%

Engineering

• Experimental Investigation 100%
• Strength Concrete 100%
• Reinforced Concrete Beam 100%
• Tensiles 25%
• Bearing Capacity 25%
• Point Bending 25%
• Span Beam 25%
• Pure Bending 25%
• Load-Deflection Curve 25%