Carbon Fiber Fabric For Structural Strengthening
Carbon Fiber Fabric For Structural Strengthening is specifically designed for external reinforcement of existing structures. This high-performance fabric is applied using epoxy adhesives to concrete, steel, masonry, and timber surfaces, significantly increasing load capacity, improving seismic performance, and extending service life. The fabric features a balanced weave architecture with high tensile strength (3500–4200 MPa) and excellent bonding characteristics. Available in unidirectional and bidirectional weaves with areal weights from 300 to 1200 g/m². The fabric is compatible with wet layup and prepreg systems, and is designed to meet international strengthening guidelines including ACI 440, FIB 14, and IBC.
Strengthening Systems
Technical Specifications
Primary Applications
Strengthening Advantages
- Increases structural capacity without significant added weight
- Rapid installation with minimal disruption to operations
- Corrosion-resistant alternative to steel plate bonding
- Adaptable to complex geometries and tight spaces
- Complies with major international strengthening codes
Frequently Asked Questions
Carbon fiber fabric can strengthen concrete, steel, masonry, and timber structures. Applications include buildings, bridges, industrial facilities, and historical structures. The fabric is suitable for flexural, shear, seismic, and confinement strengthening.
Depending on the application and number of layers, load capacity increases of 20% to 100% are achievable. Flexural strengthening typically increases capacity by 30%–60%, while shear strengthening can increase capacity by 40%–80%. Engineering analysis is required to determine the exact increase.
Concrete surfaces must be sandblasted or ground to remove surface laitance and achieve a minimum tensile bond strength of 1.5 MPa. Steel surfaces require abrasive blasting to a near-white finish (SSPC-SP10). Masonry and timber surfaces require cleaning and levelling with appropriate fillers.
Most strengthening applications require 1 to 4 layers of fabric. Additional layers provide increased capacity but may reduce bond efficiency due to strain lag. Engineering design should specify the optimal number of layers based on the required capacity increase and substrate strength.
Key guidelines include ACI 440.2R (USA), FIB Bulletin 14 (Europe), IBC (International Building Code), and national standards such as JSCE (Japan) and GB (China). The fabric is designed to meet the material requirements of these standards.
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