Numerical model to determine shear capacity of reinforced concrete deep beams exposed to fire

Keyphrases

• Numerical Model 100%
• Failure Mode 100%
• Deep Beams 100%
• Shear Capacity 100%
• Reinforced Concrete Deep Beam 100%
• Exposed to Fire 100%
• Temperature Effect 50%
• Ambient Temperature 50%
• Elevated Temperature 50%
• Shear Strength 50%
• Strut-and-tie Model 50%
• Strut 50%
• Design Approach 50%
• ACI 318 50%
• Thermal Restraint 50%
• Numerical Prediction 50%
• Mode Change 50%
• Strength Reduction 50%
• Ambient Temperature Conditions 50%
• Thermal Gradient 50%
• Beam Model 50%
• Material Constitutive Model 50%
• Concrete Strut 50%
• Beam Strength 50%
• Restrained Beam 50%
• Flexural-shear Failure 50%
• Beam Stiffness 50%

Engineering

• Numerical Model 100%
• Reinforced Concrete 100%
• Failure Mode 100%
• Shear Property 100%
• Unrestrained Beam 100%
• Shear Strength 50%
• Test Data 50%
• Elevated Temperature 50%
• Constitutive Model 50%
• Shear Failure 50%
• Numerical Prediction 50%
• Temperature Condition 50%
• Thermal Gradient 50%
• Beam Stiffness 50%
• Restrained Beam 50%
• Beam Model 50%
• Beam Strength 50%

Material Science

• Reinforced Concrete 100%
• Shear Strength 50%