Residual load bearing capacity and failure mechanism of impacted high-strength reinforced concrete shear beams

Keyphrases

• Failure Mechanism 100%
• Reinforced Concrete Beam 100%
• Bearing Failure 100%
• Residual Bearing Capacity 100%
• Shear Beam 100%
• High-strength Reinforced Concrete 100%
• Damaged Beams 100%
• Bearing Capacity Mechanism 100%
• Concrete Shear 100%
• Residual Strength 66%
• Impact Test 66%
• Static Test 66%
• Stiffness 33%
• Energy Dissipation Capacity 33%
• Cross-sectional Dimension 33%
• Damage Intensity 33%
• Impact Energy 33%
• Quasi-static Bending Tests 33%
• Dynamic Test 33%
• Dynamic Deformation 33%
• Comparison Criteria 33%
• Shear Behavior 33%
• Residual Stiffness 33%
• Acceleration Mode 33%
• Deformation Mode 33%
• Dynamic Strength 33%
• Dynamic Acceleration 33%
• Static Load Test 33%
• Dynamic Structural Response 33%
• Dynamic Impact Response 33%

Engineering

• Failure Mechanism 100%
• Capacity Mechanism 100%
• Reinforced Concrete Beam 100%
• Beam Shear 100%
• Bearing Capacity 100%
• Reinforced Concrete 100%
• Impact Test 66%
• Bending Tests 33%
• Energy Dissipation 33%
• Experimental Result 33%
• Static Loading 33%
• Test Result 33%
• Impact Energy 33%
• Deformation Mode 33%
• Structural Response 33%
• Sectional Dimension 33%
• Impact Response 33%
• Dynamic Test 33%
• Shear Property 33%

Material Science

• Reinforced Concrete 100%
• Bearing Failure 100%
• Bearing Capacity 100%
• Impact Testing 50%
• Residual Strength 50%
• Structural Dynamics 25%
• Static Loading 25%