In Australia, the post-war years saw rapid economic growth, and was th
e period during which much of the current infrastructure was construct
ed. However, there are now doubts on its durability and structural int
egrity. In the aeronautical scene, composite repairs have been shown t
o be a very effective way of maintaining the operational performance o
f damaged aircraft structures, and they may well be one method for add
ressing the problems of aging infrastructure. To this end, the present
paper evaluates the ability of externally bonded composite (fibre gla
ss) wraps to increase the load-carrying capacity of both damaged and u
ndamaged concrete beams. Particular attention is paid to the failure m
echanisms, and to verifying the feasibility of using glass-reinforced
plastic wraps to repair degraded concrete beams. (C) 1997 Elsevier Sci
ence Ltd.