Failure of unrestrained lightly reinforced concrete slabs under fire, Part I: Analytical models

Keyphrases

• Analytical Model 100%
• Failure Load 100%
• Reinforced Concrete Slab 100%
• Lightly Reinforced Concrete 100%
• Composite Slab 66%
• Fire Test 33%
• Large Deflection 33%
• Material Properties 33%
• Debonding 33%
• Rectangular Slab 33%
• Nonlinear Finite Element Analysis 33%
• Elevated Temperature 33%
• Temperature Effect 33%
• Model Formulation 33%
• Failure Mode 33%
• Geometric Properties 33%
• Steel Deck 33%
• Simply Supported 33%
• Fire Conditions 33%
• Strain Concentration 33%
• Composite Failure 33%
• Deflected Shape 33%
• Mechanical Reinforcement 33%
• Tensile Membrane Action 33%
• Yield Line Theory 33%
• Yield Line 33%
• Edge Restraint 33%
• Slab Depth 33%
• Reinforcement Strain 33%
• Analysis Program 33%
• Crack Form 33%
• Bond-slip Characteristics 33%

Engineering

• Failure Load 100%
• Reinforced Concrete Slab 100%
• Analytical Model 100%
• Tensiles 33%
• Elevated Temperature 33%
• Fire Condition 33%
• Membrane Action 33%
• Deflected Shape 33%
• Mechanical Reinforcement 33%
• Rectangular Slab 33%
• Failure Mode 33%
• Finite Element Analysis 33%