Finite-element analysis of shear-off failure of keyed dry joints in precast concrete segmental bridges

Keyphrases

• Precast Concrete Segmental Bridges 100%
• Finite Element Analysis 100%
• Shear-off 100%
• Dry Joints 100%
• High Confining Pressure 100%
• Numerical Model 66%
• Structural Behavior 66%
• Shear Capacity 66%
• Confining Pressure 66%
• Code Equations 66%
• AASHTO 66%
• Friction 33%
• Friction Coefficient 33%
• Numerical Analysis 33%
• Ultimate Load 33%
• Finite Element Code 33%
• Creative Commons 33%
• Microcracks 33%
• Shear Behavior 33%
• Crack Formation 33%
• Unreinforced 33%
• Concrete Damage Plasticity 33%
• Evolution History 33%
• Direct Shear 33%
• Concrete Segment 33%
• Numerical Analysis Model 33%
• Critical Energy Release Rate 33%
• Fracture Propagation Direction 33%
• Crack Pattern 33%
• Inclined Crack 33%

Engineering

• Joints (Structural Components) 100%
• Segmental Bridge 100%
• Confining Pressure 100%
• Finite Element Analysis 100%
• Precast Concrete 100%
• Shear Property 60%
• Numerical Model 40%
• Structural Behavior 40%
• Experimental Result 40%
• Parametric Study 20%
• Full Scale 20%
• Propagation Direction 20%
• Fracture Propagation 20%
• Plasticity Model 20%
• Energy Release Rate 20%
• Friction Coefficient 20%
• Coefficient of Friction 20%