Engineered Cementitious Composite - Comparison To Other Composite Materials

Comparison To Other Composite Materials

Properties FRC Common HPFRCC ECC
Design Methodology N.A. Use high Vf Micromechanics based, minimize Vf for cost and processibility
Fiber Any type, Vf usually less than 2%; df for steel ~ 500 micrometre Mostly steel, Vf usually > 5%; df ~ 150 micrometre Tailored, polymer fibers, Vf usually less than 2%; df < 50 micrometre
Matrix Coarse aggregates Fine aggregates Controlled for matrix toughness, flaw size; fine sand
Interface Not controlled Not controlled Chemical and frictional bonds controlled for bridging properties
Mechanical Properties Strain-softening: Strain-hardening: Strain-hardening:
Tensile strain 0.1% <1.5% >3% (typical); 8% max
Crack width Unlimited Typically several hundred micrometres, unlimited beyond 1.5% strain Typically < 100 micrometres during strain-hardening

Note: FRC=Fiber-Reinforced Cement. HPFRCC=High-Performance Fiber Reinforced Cementitious Composites

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