2.6.Effective ageing management throughout the lifetime of SSCs requires the use of a systematic approach to managing the effects of ageing that provides a framework for coordinating all activities relating to the understanding, prevention, detection, monitoring and mitigation of ageing effects on the plant’s structures and components. This approach is illustrated in Fig. 1, which is an adaptation of Deming’s ‘plan–do–check–act’ cycle to the ageing management of SSCs.

FIG. 1. Systematic approach to ageing management.
2.7.Understanding the ageing of SSCs, as illustrated in Fig. 1, is the key to effective ageing management. This understanding is derived from knowledge of:
The current licensing basis22 and anticipated updates to the licensing basis, where relevant (including regulatory requirements, codes and standards);
The safety functions and other intended functions of the SSCs;
The design and fabrication processes used (including the material, the material properties, adverse residual effects from fabrication methods, such as cold work or residual stresses in welds, specific service conditions, results from inspections and examinations, and testing in manufacturing);
Equipment qualification (where applicable);
The environmental conditions of the SSCs during any delayed construction period, as these may affect the ageing performance of the SSCs;
The environmental conditions of the SSCs during operation and shutdown conditions, including, at a minimum, temperatures, humidity levels, aqueous parameters (e.g. water quality and levels of deleterious constituents) and neutron or gamma radiation fields;
The operation, irradiation and maintenance histories of SSCs, including their commissioning, repair, modification and surveillance histories;
Operating experience at the plant or at other nuclear power plants;
Relevant research results;
Data and data trends from condition monitoring, inspection and maintenance.
2.8.To maintain plant safety, the effects of ageing on SSCs (i.e. net changes in characteristics) should be detected in a timely manner, so as to be able to take appropriate actions to ensure that the required safety functions of SSCs are fulfilled over the entire lifetime of the nuclear power plant.
2.9.The ‘plan’ activity in Fig. 1 involves coordinating, integrating and modifying existing programmes and activities relating to the ageing management of SSCs, and developing new programmes if necessary.
2.10.Ageing management consists of design, operations and maintenance actions to prevent or to control, within acceptable limits, the ageing of SSCs. Ageing management is an interdisciplinary activity that involves engineering, maintenance, surveillance, equipment qualification, in-service inspection, safety analysis and other relevant plant programmes. IAEA Safety Standards Series No. NS-G-2.6, Maintenance, Surveillance and In-service Inspection in Nuclear Power Plants [10], provides guidance on maintenance, surveillance and inspection practices.
2.11.Ageing management covers all activities that aim to prevent or control ageing effects, within acceptable limits, throughout the entire lifetime of the nuclear power plant (i.e. design; fabrication or construction; commissioning; operation, including long term operation; and decommissioning, including long term shutdown), as described in Section 3.
2.12.The ageing of SSCs increases the probability of common cause failures (i.e. the degradation of two or more physical barriers or redundant structures and components), which could result in the impairment of one or more levels of protection provided by application of the defence in depth concept. Therefore, in setting the scope of ageing management for structures and components, no credit should be taken for redundancy among SSCs.
2.13.Ageing management programmes should be developed using a structured methodology, to ensure a consistent approach in implementing ageing management, as described in Section 5.
2.14.Existing plant programmes, including those for maintenance, equipment qualification, in-service inspection, surveillance and water chemistry, that can be credited where appropriate to manage ageing, ageing effects and degradation mechanisms are described in Section 4.
2.15.Where existing plant programmes are not sufficient, they should be improved or new ageing management programmes should be developed and implemented, as described in Section 5.
2.16.In practice, ageing effects and degradation mechanisms are studied and managed at the level of the structure or component. However, the ageing management programmes for individual structures or components may be integrated into an ageing management programme at the system and/or plant level.
2.17.The ‘do’ activity in Fig. 1 involves preventing and mitigating expected ageing effects and degradation mechanisms of SSCs by developing a specific operating procedure, a water chemistry programme or another chemistry or environmental control programme, and/or by means of other preventive and mitigatory actions.
2.18.Effective ageing management is in practice accomplished by coordinating existing plant programmes and processes (or elements thereof that are relevant to ageing), as well as external activities such as research and development, and by implementing, coordinating or taking credit for other specific actions, as described in Section 5.
2.19.The ‘check’ activity in Fig. 1 involves the timely detection and characterization of significant ageing effects and degradation mechanisms through the inspection and monitoring of structures and components and the assessment of observed ageing effects to determine the type and timing of any corrective actions required [8].
2.20.The ‘act’ activity in Fig. 1 involves the timely correction of ageing effects on structures and components and the introduction of further preventive or mitigatory actions through appropriate maintenance and design modifications, including the repair and replacement of structures and components.
2.21.The closed loop of Fig. 1 indicates the continuation and improvement of ageing management on the basis of feedback on relevant operating experience, results from research and development, and results of self-assessment and peer reviews, to help to ensure that emerging ageing issues will be addressed.
2.22.Time limited ageing analyses (also called ‘safety analyses that use time limited assumptions’) should demonstrate that the analysed ageing effects will not adversely affect the capability of a structure or component to perform its intended function(s) throughout an assumed period of operation (see paras 5.64–5.69).
2.23.Time limited ageing analyses involve two types of parameter. The first parameter is the time dependent variable used in the analysis. Examples of this parameter are the neutron fluence, the operating time or the number of thermal cycles a structure or component undergoes. The second parameter is the ageing effect associated with the first parameter, which could be the neutron embrittlement of vessel material, the cumulative fatigue usage factor or the thermal embrittlement of cast austenitic stainless steel, respectively. Both parameters should be evaluated and compared with a regulatory limit or criterion to determine the acceptability of the structure or component for continued service.
2.24.The effectiveness of ageing management should be periodically reviewed to maintain plant safety and to ensure feedback and continuous improvement (see paras 5.54–5.63).