Safety-related nuclear power plant (NPP) structures are designed to withsta
nd loadings from a number of low-probability external and interval events,
such as earthquakes, tornadoes, and loss-of-coolant accidents. Loadings inc
urred during normal plant operation, therefore, generally are not significa
nt enough to cause appreciable degradation. However, these structures are s
usceptible to aging by various processes depending on the operating environ
ment and service conditions. The effects of these processes may accumulate
within these structures over time to cause failure under design conditions,
or lead to repair. Steel and concrete containment structures in nuclear po
wer plants are described and their potential degradation factors identified
. Reported incidences of containment degradation are summarized. Current re
gulatory in-service inspection requirements are reviewed. Nondestructive ex
amination techniques commonly used to inspect NPP steel and concrete struct
ures to identify and quantify the amount of damage present are described, a
nd their capabilities and limitations identified. Finally, areas where nond
estructive evaluation techniques require development (i.e. inaccessible por
tions of the containment pressure boundary, and thick heavily reinforced co
ncrete sections) are identified and prior research addressing these needed
developments summarized. (C) 1999 Elsevier Science S.A. All rights reserved
.