| Concrete beam and slab strengthening | Externally bonded fabric, sheets, or pultruded laminates | Bonded to the tension face of an existing member to increase its flexural capacity; strips may also be applied to improve shear resistance. | Provides added tensile reinforcement with relatively little added weight and structural depth. | Bond quality, concrete surface condition, anchorage, fire protection, and the possibility of debonding must be addressed in the design. |
| Column and pier confinement | Resin-impregnated fabric wrapped around the member | Applied as a continuous or partial wrap around concrete columns, bridge piers, and other structural supports. | Confinement can improve deformation capacity and help resist lateral expansion of the concrete under load. | Corner rounding, wrap continuity, substrate preparation, and exposure to impact or fire affect performance. |
| Near-surface-mounted reinforcement | Pultruded carbon-fiber bars or strips in shallow grooves | Installed in grooves cut into concrete or masonry and fixed with an adhesive or grout system. | Places reinforcement within the surface cover, reducing direct exposure compared with externally bonded reinforcement. | Groove dimensions, edge distances, adhesive compatibility, and the condition of the surrounding material require checking. |
| Prestressed concrete strengthening | Carbon-fiber plates, tendons, or bars | Installed with an applied prestress in selected retrofit systems to help counter existing deflection or reduce tensile stress. | High tensile capacity and low mass can make strengthening possible without adding substantial dead load. | Prestressing equipment, anchorage zones, long-term losses, and installation quality require specialist design and supervision. |
| Bridge decks and lightweight structural panels | Fiber-reinforced polymer panels or composite laminates | Used in selected deck, walkway, or modular panel systems, often with carbon fibers combined with a polymer matrix and other materials. | Low weight can simplify transport and installation, while composite construction can provide useful stiffness. | Connection details, fatigue, vibration, fire behavior, and the properties of the complete composite system must be evaluated. |
| Corrosion-resistant reinforcement | Carbon-fiber composite reinforcing bars or tendons | Used in selected concrete structures exposed to de-icing salts, marine conditions, or other corrosive environments. | Carbon-fiber reinforcement does not corrode like conventional steel reinforcement. | Composite bars generally do not yield like steel; stiffness, anchorage, bond, and serviceability limits need project-specific checks. |
| Seismic retrofit of masonry and concrete | Fabric, laminates, or composite strips | Applied to walls, joints, or structural members to improve selected aspects of load resistance and deformation performance. | Can add reinforcement with limited added thickness, which is useful where space or access is restricted. | Carbon fiber is directional; layout, continuity, anchorage, substrate strength, and the overall seismic load path are critical. |
| Infrastructure repair and rehabilitation | Bonded fabrics, laminates, or composite wraps | Used to strengthen or repair selected bridges, buildings, tunnels, and other concrete infrastructure components. | Often allows work to be completed without replacing the entire structural member. | It is a strengthening method, not a substitute for diagnosing the cause of damage, repairing unsound material, or meeting inspection requirements. |