Keyed shear connections with looped U‐bars subjected to normal and shear forces Part II: rigid‐plastic modeling of the ultimate capacity

Keyphrases

• Shear Force 100%
• Ultimate Capacity 100%
• Keyed Shear Connections 100%
• Internal Friction Angle 100%
• Load Capacity 50%
• Failure Mechanism 50%
• Failure Mode 50%
• Mortar 50%
• Ductile Failure 50%
• Material Parameters 50%
• Reliable Model 50%
• Lower Limit 50%
• Effectiveness Factor 50%
• Practical Model 50%
• Similar Problem 50%
• Rigid Plastic 50%
• Yield Capacity 50%
• Upper Bound Solution 50%
• Precast Concrete Structure 50%
• Structural Connectivity 50%
• Ultimate Bearing Capacity 50%
• Tension Force 50%
• Structural Capacity 50%
• U-bar 50%

Engineering

• Load Limits 100%
• Shear Force 100%
• Shear Connection 100%
• Internals 100%
• Shearing 100%
• Experimental Result 50%
• Ductile Failure 50%
• Material Parameter 50%
• Experimental Observation 50%
• Concrete Structure 50%
• Test Result 50%
• Connection Design 50%
• Precast Concrete 50%
• Normal Force 50%
• Effectiveness Factor 50%
• Rigid Plastic 50%
• Tension Force 50%
• Failure Mechanism 50%
• Failure Mode 50%
• Lower Limit 50%