Shear bond behaviour of elemental composite beams with different configurations

Keyphrases

• Partial Connection 100%
• Semi-empirical Formula 100%
• Composite Beam 100%
• Steel-concrete Composite Slab 100%
• Longitudinal Shear 100%
• Shear Bond Behaviour 100%
• Composite Slab 100%
• Bond Strength 50%
• Failure Mode 50%
• Elastic Behavior 50%
• Load Capacity 50%
• Shear Stress 50%
• M-K Method 50%
• Reliability Level 50%
• Plastic Stage 50%
• Debonding 50%
• Ductile Mode 50%
• Longitudinal Shear Resistance 50%
• Ultimate Strength 50%
• Flexural Characteristics 50%
• Shear Ductility 50%
• Connection Method 50%
• Double Line 50%
• Shear Load 50%
• Ultimate Bearing Capacity 50%
• Longitudinal Shear Strength 50%
• Connection Approach 50%
• Plastic Behavior 50%
• Line Load 50%
• Shear Bond 50%
• Slip Tests 50%
• Slab Element 50%
• End Slip 50%
• Empirical Formula Method 50%
• Brittle Phase 50%

Engineering

• Composite Beam 100%
• Embossment 100%
• Load Limits 66%
• Experimental Result 33%
• Bond Strength 33%
• Failure Mode 33%
• Acceptable Level 33%
• Shear Resistance 33%
• Ultimate Strength 33%
• Double Line 33%
• Debonding 33%
• Shear Strength 33%