Monotonic and cyclic behavior of high-strength concrete with polypropylene fibers at high temperature

Keyphrases

• High Temperature 100%
• Cyclic Behavior 100%
• High Strength Concrete 100%
• Polypropylene Fiber 100%
• Monotonic Behavior 100%
• Temperature Rise 66%
• Room Temperature 66%
• Stress-strain Curve 66%
• Increased Temperature 66%
• Compressive Strength 66%
• Strength Loss 66%
• Strain Ratio 66%
• Stress-strain 33%
• Stress-strain Relationship 33%
• Temperature Variation 33%
• Fast Rates 33%
• Elevated Temperature 33%
• Monotonic Loading 33%
• Plastic Strain Ratio 33%
• Strength Degradation 33%
• Brittle Materials 33%
• Descending Branch 33%
• Scanning Electron Microscope 33%
• Peak Strain 33%
• Monotonic Response 33%
• Cyclic Stress-strain 33%
• Cyclic Response 33%

Engineering

• Strength Concrete 100%
• Temperature Increase 66%
• Stress-Strain Curve 66%
• Strength Loss 66%
• Room Temperature 66%
• Compression Strength 66%
• Compressive Strength 66%
• Test Data 33%
• Strain Relationship 33%
• Elevated Temperature 33%
• Plastic Strain 33%
• Increasing Temperature 33%
• Monotonic Loading 33%
• Cyclic Stress 33%
• Slight Reduction 33%
• Scanning Electron Microscope 33%
• Brittleness 33%