Shear strength of steel fiber reinforced lightweight self-consolidating concrete joints under monotonic and cyclic loading

Keyphrases

• Aggregate Interlock 33%
• Coarse Aggregate 33%
• Concrete Joint 100%
• Concrete Mix 33%
• Confining Stress 66%
• Crack Propagation Mode 33%
• Cracking Failure 33%
• Cyclic Loading 100%
• Epoxy 66%
• Experimental Parameters 33%
• Failure Load 33%
• Failure Mode 33%
• High Amplitude 66%
• Hooked-end Steel Fiber 33%
• Joint Type 33%
• Lightweight Aggregate 66%
• Lightweight Self-consolidating Concrete (LWSCC) 100%
• Lightweight Steel 33%
• Load Cycle 33%
• Loading Conditions 33%
• Low Duty Cycle 33%
• Monotonic Loading 100%
• Number of Cycles 33%
• Precast Concrete Segmental Bridges 66%
• Push-off 33%
• Shear Behavior 100%
• Shear Capacity 66%
• Shear Resistance 33%
• Shear Strength 100%
• Shear Test 33%
• Steel Fiber 33%
• Steel Fiber Reinforced 100%
• Stiffness 33%
• Sudden Failure 33%

Engineering

• Aggregate Interlock 12%
• Coarse Aggregate 12%
• Concrete Bridges 12%
• Concrete Mixture 12%
• Confining Stress 25%
• Crack Propagation 12%
• Cyclic Loading 100%
• Experimental Parameter 12%
• Failure Load 12%
• Failure Mode 12%
• Joints (Structural Components) 100%
• Lightweight Aggregate 25%
• Load Cycle 12%
• Loading Condition 12%
• Monotonic Loading 100%
• Precast Concrete 25%
• Propagation Mode 12%
• Segmental Bridge 12%
• Shear Property 62%
• Shear Resistance 12%
• Shear Strength 100%
• Steel Fiber 100%
• Test Result 12%
• Tested Specimen 12%

Material Science

• Concrete Mixture 25%
• Crack Propagation 25%
• Precast Concrete 50%
• Shear Strength 100%
• Shear Testing 25%
• Steel Fiber 100%