MATERIAL DATA SHEET

Carbon-fibre reinforced concrete panel (75mm, 100mm, 150mm panel; 0.17mm-0.5mm CFRP layer)

Cementitious FRC
composite › Fibre-Reinforced › Cementitious FRC
compositefibre-reinforcedcarbon-fibreCFRPstructural-strengtheningsustainable-constructionhigh-performancecorrosion-resistantlightweightprefabricatedinfrastructureaustralian-climate-suitable
ATLAS CODE
COM-FRC-CEM-003
Carbon-fibre reinforced concrete panel (75mm, 100mm, 150mm panel; 0.17mm-0.5mm CFRP layer)
Category composite
Material Family Fibre-Reinforced
Density
1.60 g/cm3
Carbon (A1-A5)
60-360 kgCO2e/m² (26-27% reduction vs steel-reinforced) kgCO₂e
Lifespan
75-100 years (internal); 30-50 years (external protected) yrs
Description

Carbon-fibre reinforced concrete panels use CFRP plates or fabrics bonded to concrete to increase tensile and flexural capacity. Manufacturer data for prefabricated CFRP plates report tensile strength around 2900?3100 N/mm?, tensile modulus about 165?170 GPa, elongation at break ~1.8%, density ~1.60 g/cm?, and glass transition temperature >100 ?C (EN 61006).

Primary Sectors
[Transport & Infrastructure][Residential][Commercial][Industrial]
Typical Uses
  • Structural strengthening and rehabilitation of existing concrete structures
  • Seismic retrofitting for earthquake resistance in Australian standards
  • Bridge deck overlays and girder strengthening for infrastructure upgrade
  • Marine and coastal structures requiring corrosion resistance
  • Cyclone-resistant construction in Northern Australia (C1-C4 regions)
  • Facade panels for commercial and residential buildings
  • Precast architectural elements with reduced thickness and weight
  • Industrial flooring requiring chemical and abrasion resistance
  • Blast-resistant panels for security infrastructure
  • Tunnel lining and underground structure reinforcement
  • Wind turbine tower construction and renewable energy infrastructure
  • Prefabricated modular construction systems
Recycled Content 0-30% (potential for recycled aggregate in concrete)
Renewable Content 0-5% (limited to bio-based resins if specified)
Recyclability 85-95% by weight (CFRP: 60-80%, concrete: 95-100%)
Embodied Carbon 60-360 kgCO2e/m² (26-27% reduction vs steel-reinforced) kgCO₂e
Embodied Energy 920-2760 MJ/m² (varies with thickness and CFRP content) MJ/kg
EPD Available No
Advantages
CFRP plates provide high tensile strength (~2900?3100 MPa) and high modulus (165?170 GPa)Low density (~1.60 g/cm3) provides high strength-to-weight ratioTg >100 ?C reported for CFRP plate systems (adhesive-dependent)
Cautions
Panel performance is highly design- and system-dependent (plate layout, adhesive, concrete)Fire performance requires system-specific testing and protectionSpecialist installation and QA/QC are required for bonded CFRP systems
TECHNICAL DATA: PERFORMANCE PROPERTIES COM-FRC-CEM-003
Density (Dry) 1.60 g/cm3
Specific Gravity 2.35-2.55 (composite system)
Porosity 12-18% (at 2% fibre content) %
Water Absorption 3-6% by weight (24-hour immersion) %
Hardness Shore D 75-85 (surface hardness)
Surface Roughness Ra = 2-15 µm, Rz = 10-80 µm (depends on formwork/finish) μm
UV Resistance Excellent (carbon fibres stable, requires protective coating for epoxy)
Chemical Resistance Excellent (pH 4.0-14.0, carbon fibres chemically inert)
pH Tolerance 4.0-14.0 (suitable for aggressive environments)
Compressive Strength 35-52 MPa (75mm: 35-45, 100mm: 40-50, 150mm: 42-52 MPa) MPa
Tensile Strength 2900-3100 MPa
Flexural Strength Project-specific
Shear Strength 8-15 MPa (in-plane); 25-45 MPa (interlaminar) MPa
Elastic Modulus 165-170 GPa
Yield Strength N/A (brittle failure mode, no defined yield point) MPa
Impact Resistance High (3-5× conventional concrete, project-specific testing required) J/m
Bearing Capacity 15-25 MPa (localised loading) kN/m²
Poisson's Ratio 0.15-0.22 (concrete dominated behaviour)
Creep Resistance Excellent (carbon fibres exhibit negligible creep)
Abrasion Resistance Class AR0.5 to AR1 (AS/NZS 4456.8)
Thermal Conductivity 1.2-1.8 W/m·K (increases with carbon fibre content) W/mK
Thermal Resistance R-0.05-0.10 m²·K/W (75mm: 0.05-0.06, 100mm: 0.06-0.07, 150mm: 0.08-0.10) m²K/W
Specific Heat Capacity 880-950 J/kg·K (similar to conventional concrete) J/kgK
Thermal Expansion Project-specific
Sound Transmission Class (STC) 45-55 STC (estimated, requires project-specific testing)
Noise Reduction Coeff. (NRC) 0.05-0.15 (dense material, low absorption)
Optical
Light Transmittance 0% (opaque material) %
Light Reflectance (LRV) 20-40% (depends on surface finish) %
Solar Reflectance (SRI) 25-35 (grey concrete finish)

CFRP strengthening systems for concrete developed from aerospace composites and became common in civil infrastructure retrofits from the 1980s?1990s; CFRP plate systems are now widely used for strengthening beams, slabs, and panels.

SAFETY, ECOLOGY & INSTALLATION COM-FRC-CEM-003
Embodied Carbon (A1-A3) 60-360 kgCO2e/m² (26-27% reduction vs steel-reinforced) kgCO₂e/kg
Embodied Energy 920-2760 MJ/m² (varies with thickness and CFRP content) MJ/kg
Water Footprint 5-16 L/m² (46% reduction vs steel-reinforced systems) L/kg
EPD Available No
Recycled Content 30%
Renewable Content 5%
LEED Points 1-3 points (EPD disclosure, low-emitting materials, innovation)
Circular Economy Score 6/10 (high recyclability, energy-intensive production) /100
VOC Emissions <0.5 mg/m³ TVOC after 28 days (meets WELL/LEED requirements) g/L
Skill Level High (specialist contractors with ACRA certification required)
Crew Size 3-8 persons (small: 2-3, medium: 4-5, large: 6-8 plus supervisor)
Installation Time 0.3-0.8 hours/m² (excluding surface preparation) hr/m²
Curing Time 24-48 hours (initial at 20°C); 7-14 days (full cure) hours
Setting Time 2-6 hours (initial set at 20°C) min
Temperature Range 5-35°C installation; -40 to +80°C service °C
Humidity Range 40-80% RH optimal; <85% RH maximum %
Required Tools
Diamond blade concrete saw for surface preparationGrinding equipment with vacuum dust extractionHigh-pressure water jetting (min 15 MPa)Calibrated resin mixing equipmentRoller application systems for CFRPDigital torque wrench for mechanical fixingsPull-off adhesion tester (min 5 kN capacity)Infrared thermography equipment for quality control
Certifications Required
ACRA (Australian Concrete Repair Association) certificationManufacturer-specific training certificationWhite Card construction safetyWorking at Heights certification (where applicable)Confined Space certification (for some applications)
Weather Limitations
Temperature: 5-35°C (optimal 10-25°C)Humidity: <80% RH during installationNo rain within 4 hours of applicationWind speed <30 km/h for fabric applicationSurface temperature >3°C above dew point
COMMERCIAL, LOGISTICS & REGULATORY COM-FRC-CEM-003
Design Life 75-100 years (internal); 30-50 years (external protected) years
Warranty Period 10-25 years (10-15 material; 25 with approved installer) years
Maintenance Interval 5-10 years inspection; 15-20 years protective coating renewal months
Service Temp Range -40°C to +50°C (standard); up to +80°C (special adhesives) °C
Freeze/Thaw Resistance >300 cycles (ASTM C666)
Dimensional Stability Excellent (<0.1% dimensional change over service life)
Standards Compliance
EN 61006 (glass transition temperature test referenced in CFRP datasheet)

DISCLAIMER: This specification document is generated from the CLAD Materials Atlas Database. Information is for general guidance only and does not constitute professional engineering advice. Values are typical and may vary by batch, manufacturer, and production run. Verify suitability for specific project applications independently.

ID: COM-FRC-CEM-003 Schema: v3.0