Rate and temperature dependent relations for CFSTs and CFFTs subject to post-impact fire conditions

Keyphrases

• Temperature Effect 100%
• Rate Dependence 100%
• Fire Conditions 100%
• Steel-concrete 100%
• Pre-damage 100%
• Dependent Relation 100%
• High Temperature 50%
• Construction Materials 50%
• Empirical Expression 50%
• Elevated Temperature 50%
• Combined Loading 50%
• Steel Fiber 50%
• High Strain Rate 50%
• Concrete-filled Steel Tube 50%
• Concrete-filled 50%
• Residual Strength 50%
• Strength of Materials 50%
• Design Structure 50%
• Carbon Fiber Reinforced Polymer 50%
• Loading History 50%
• Conventional Construction 50%
• Material Mechanical Properties 50%
• Concrete-polymer Composites 50%
• Impulsive Loading 50%
• Temperature Performance 50%
• Fiber-reinforced Polymer (FRP) Tube 50%
• Temperature Exposure 50%
• Extreme Loading Conditions 50%
• Analysis Structure 50%
• Damage Temperatures 50%
• Concrete Composite Materials 50%

Engineering

• Fire Condition 100%
• Concrete Filled Steel Tube 100%
• Loading Condition 50%
• Elevated Temperature 50%
• High Strain Rate 50%
• Carbon Fibre Reinforced Polymer 50%
• Loading History 50%
• Extreme Loading 50%
• Damaged Steel 50%
• Composite Material 50%