Stress-strain behaviour of fire exposed self-compacting glass concrete

Keyphrases

• Stress-strain 100%
• Recycled Glass 100%
• Self-compacting Glass Concrete 100%
• Elastic Modulus 75%
• Compressive Strength 50%
• Mechanical Properties 25%
• Curing Conditions 25%
• Ambient Temperature 25%
• Elevated Temperature 25%
• Increased Temperature 25%
• Peak Stress 25%
• Residual Properties 25%
• After High Temperature 25%
• Strain Capacity 25%
• Residual Mechanical Properties 25%
• Fine Aggregate 25%
• Low Stiffness 25%
• Unloading Stress 25%
• Elastic Concrete 25%
• Concrete Stiffness 25%
• Modulus Stiffness 25%

Engineering

• Stress-Strain Relations 100%
• Modulus of Elasticity 100%
• Compression Strength 66%
• Compressive Strength 66%
• Fine Aggregate 33%
• Curing Condition 33%
• Elevated Temperature 33%
• Load Pres 33%
• Increasing Temperature 33%
• Peak Stress 33%
• Strain Capacity 33%
• Residual Mechanical Property 33%