Bending experiment on a novel configuration of cold-formed U-shaped steel-concrete composite beams

Keyphrases

• Steel-concrete Composite Beam 100%
• U-shaped Steel 100%
• U-section 60%
• Bending Capacity 40%
• Plastification 20%
• Transverse Reinforcement Ratio 20%
• Steel Web 20%
• Encased Concrete 20%
• Longitudinal Reinforcement 20%
• Stud Spacing 20%
• Steel Ratio 20%
• Flexural Failure Mode 20%
• Shear Studs 20%
• Effective Slab Width 20%
• Plastic Bending 20%
• Longitudinal Deformation 20%
• Ductility Factor 20%
• Height-to-thickness Ratio 20%
• Mid-span Deflection 20%
• Width-to-thickness Ratio 20%

Engineering

• Span Deflection 20%