This International Standard specifies requirements for fusion-bonded epoxy-coated post-fabricated and pre-fabricated steel bar, wire and welded fabric for the reinforcement of concrete. This International Standard permits the application of either flexible (type A) or nonflexible (type B) coatings. Steel reinforcing bar, wire and welded fabric coated with a nonflexible (type B) coating shall not be fabricated after coating.
BS ISO 14654:2000 history
2000BS ISO 14654:2000 Epoxy-coated steel for the reinforcement of concrete
2000BS ISO 14654:1999 Epoxy-coated steel for the reinforcement of concrete