Utilization of triaxial stress fields in plastic shear solutions for confined RC members

Engineering

• Assuming 50%
• Concrete Member 100%
• Confinement Effect 50%
• Demonstrates 50%
• Design Model 50%
• Good Agreement 50%
• Large Amount 50%
• Obtains 50%
• Plane Stress 50%
• Shear Behavior 50%
• Shear Strength 50%
• Shear Zone 50%
• Stress Condition 50%
• Stress Field 100%
• Test Result 50%
• Upper Limit 50%