Uniaxial tensile properties of multi-scale fiber reinforced rubberized concrete after exposure to elevated temperatures

Engineering

• Multiscale 100%
• Elevated Temperature 100%
• Rubberized Concrete 100%
• Tensile Property 100%
• Crumb Rubber 83%
• Ultimate Strength 50%
• Rubber Waste 50%
• Strain Relationship 33%
• Ultimate Tensile Strength 33%
• Steel Fiber 33%
• Brittleness 33%
• Strain Hardening 33%
• Test Result 16%
• Cracking Behavior 16%
• Interfacial Bond 16%
• Environmental Concern 16%
• Tensile Stress σ 16%
• Concrete Specimen 16%
• Strength Loss 16%
• Damage Evolution 16%
• Tensile Loads 16%
• Straight Crack 16%
• Failure Mode 16%
• Acoustic Emission 16%
• Brittle Failure 16%
• Mechanical Property 16%
• Combustibility 16%
• Porosity 16%

Material Science

• Ultimate Tensile Strength 100%
• Tensile Property 100%
• Elevated Temperature 100%
• Work Hardening 66%
• Steel Fiber 66%
• Brittleness 66%
• Tensile Loads 33%
• Damage Evolution 33%
• Mechanical Property 33%
• Fire Resistance 33%
• Acoustic Emission 33%

Keyphrases

• Multiscale Fibers 100%
• Crack Onset Strain 16%
• Residual Tensile Behavior 16%
• Uniaxial Tensile Stress 16%
• Automobile Tires 16%