Effect of glass fiber and high temperature on the mechanical properties of recycled aggregate concrete

Keyphrases

• Mechanical Properties 100%
• High Temperature 100%
• Ultrasonic Pulse Velocity 100%
• Recycled Aggregate Concrete 100%
• Fiber Temperature 100%
• Split Tensile Strength 66%
• Control Concrete 66%
• Increased Temperature 33%
• Flexural Strength 33%
• Compressive Strength 33%
• Mechanical Strength 33%
• High Strength 33%
• Concrete Specimen 33%
• High Tensile Strength 33%
• Glass Fiber Reinforced 33%
• Concrete Brick 33%
• Maximum Size 33%
• High Temperature Resistance 33%
• Concrete Volume 33%
• Maximum Aggregate Size 33%
• Concrete Tile 33%
• Dmax 33%
• Fiber-reinforced Recycled Aggregate Concrete 33%
• Capillary Pore 33%
• Crushed Brick 33%
• Crushed Concrete 33%
• Recycled Coarse Aggregate 33%
• Glass Strength 33%
• Flexural Tensile Strength 33%
• Fiber Dosage 33%
• Elevated Temperature Exposure 33%
• Crushed Tile 33%

Engineering

• Recycled Concrete Aggregate 100%
• Ultrasonics 75%
• Pulse Velocity 75%
• Splitting Tensile Strength 50%
• Control Concrete 50%
• Ultimate Tensile Strength 25%
• Test Result 25%
• Elevated Temperature 25%
• Concrete Specimen 25%
• Coarse Aggregate 25%
• Bending Strength 25%
• Compression Strength 25%
• Compressive Strength 25%

Material Science

• Concrete Aggregate 100%
• Glass Fiber 100%
• Ultimate Tensile Strength 42%
• Flexural Strength 14%
• Compressive Strength 14%
• Strength of Materials 14%