High-strength high-ductility Engineered/Strain-Hardening Cementitious Composites (ECC/SHCC) incorporating geopolymer fine aggregates

Keyphrases

• High Strength 100%
• Fine Aggregate 100%
• High Ductility 100%
• Geopolymer 100%
• Strain-hardening Cementitious Composites 100%
• Engineered Strain 100%
• Cement Matrix 66%
• Geopolymer Aggregate 66%
• Interfacial Transition Zone 66%
• Fine Cracks 33%
• Compressive Strength 33%
• Strength-ductility Synergy 33%
• Enhancement Mechanism 33%
• Multiple Cracks 33%
• Crack Width 33%
• Tensile Ductility 33%
• Silica Sand 33%
• Strong Bond 33%
• Microstructure Refinement 33%
• Ductility Enhancement 33%
• High Tensile Ductility 33%
• Multi-scale Investigation 33%
• HPFRCC 33%

Engineering

• Geopolymer 100%
• Fine Aggregate 100%
• Cementitious Composite 100%
• Strain Hardening 100%
• Tensiles 40%
• Cementitious Matrix 40%
• Interfacial Transition Zone 40%
• Multiscale 20%
• High Performance Fiber 20%
• Crack Width 20%
• Reinforced Cementitious Composite 20%
• Silicon Dioxide 20%
• Compression Strength 20%
• Compressive Strength 20%