FRP Design Resources for Engineers

In tension, yes. Once cured, carbon FRP reaches two to three times the tensile strength of steel, at a fraction of the weight.

FRP bonded to the tension face adds flexural capacity, working together with the existing reinforcing steel. FRP bonded to the sides of the beam, with its fibers parallel to the stirrups, adds shear capacity. Most design guidelines limit the FRP strain allowed for shear.

Not directly. FRP fibers buckle at low compressive loads, so most design guidelines do not count FRP toward axial load. Wrapping a concrete column confines it, which raises both its strength and its failure strain, and that increases the member's axial capacity.

QuakeWrap® systems have been tested by agencies including the U.S. Army Corps of Engineers, Caltrans and Texas DOT. Current listings are NSF/ANSI/CAN 61-2023 through IAPMO R&T (file N-11990) and IAPMO UES Evaluation Report ER-828, valid through October 31, 2026. Both directories showed them as active on October 20, 2026. The older ICC-ES ESR-3605 is no longer in the ICC-ES directory.

Your engineer of record. Our team supports that engineer: we recommend the right QuakeWrap® system and provide product data sheets, guide specifications, sample design details and test reports.

Yes. Our team will recommend the right QuakeWrap® system and provide product data sheets, specifications and sample design details for your engineer of record.