利用基于风险的钢筋混凝土使用寿命模型,纳入使用中裂缝,遏制ILW的主动设施管理策略

J. Knights, E. Lavery
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引用次数: 0

摘要

一个用于现场废物储存的中级废物储存设施正在建设中,以遏制Ayrshire Hunterston 'A' NPS历史操作产生的废物。本文更新了以前用于核废料长期储存(>100年)的钢筋混凝土结构的耐久性设计策略,该策略包含设计极限弯曲开裂。该方法利用退化的概率模型和可靠性方法,根据可接受风险和维护理念之间的平衡选择,为混凝土结构管理的决策过程提供了更大的灵活性。结果与当代英国钢筋混凝土耐久性规范进行了比较。
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Active facility management strategy for containment of ILW using risk-based service life modelling of reinforced concrete to incorporate in-service cracking
An Intermediate Level Waste Store facility for on-site waste storage is under construction to contain arisings from historic operations of the Hunterston 'A' NPS, Ayrshire. This paper updates previous a durability design strategy for reinforced concrete structures used in long-term storage (>100 years) of nuclear waste that incorporates design-limit flexural cracking. The approach, utilising probabilistic modelling of deterioration and reliability methods, gives greater flexibility to the decision-making process for management of concrete structures depending on the balance chosen between acceptable risk and maintenance philosophy. The results are compared with contemporary UK Codes concerning durability of reinforced concrete.
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