How UHPC outperforms traditional materials
See how Ultra-High Performance Concrete compares to Glass Fiber Reinforced Concrete (GFRC) and traditional precast concrete across key performance metrics.
Panel Design Comparison
A side-by-side comparison of a typical facade panel across three material systems.
Panel Design Comparison
A side-by-side comparison of a typical facade panel across three material systems.
Traditional Precast Concrete
Glass Fiber Reinforced Concrete
Ultra High Performance Concrete
Traditional Precast Concrete
Glass Fiber Reinforced Concrete
Ultra High Performance Concrete
Compressive Strength
Maximum load a material can bear under compression before failure.
Flexural Strength
Resistance to bending and cracking under load.
Density
Mass per unit volume of the material.
Lifespan
Expected service life under normal conditions.
Compressive Strength
Maximum load a material can bear under compression before failure.
Flexural Strength
Resistance to bending and cracking under load.
Density
Mass per unit volume of the material.
Lifespan
Expected service life under normal conditions.
UHPC - ASTM C1609
UHPC demonstrates strain-hardening behavior after first crack, maintaining load-carrying capacity well beyond the initial cracking point.
GFRC - BS EN 1170-5
GFRC shows moderate post-crack behavior with gradual strain softening after peak load.
Traditional Precast - ASTM C78
Traditional precast concrete exhibits brittle failure with rapid load drop after first crack.
