Effects of steel liner corrosion on the leak-tightness of prestressed concrete containment structure under severe accident loads
Author:
Funder
National Natural Science Foundation of China
National Key Research and Development Program of China
Publisher
Elsevier BV
Subject
Nuclear Energy and Engineering
Reference43 articles.
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4. A numerical analysis of the stress-strain behavior of anchorage elements and steel liner of a prestressed concrete containment wall;Bílý;Structures,2017
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1. Functional failure criterion based on biaxial tensile testing of steel liners and its application to fragility analysis of nuclear containment under overpressure conditions;Annals of Nuclear Energy;2024-08
2. Unified analysis of the effect of mill scale on the passivation and corrosion of nuclear containment steel liner in simulated concrete pore solutions;Construction and Building Materials;2024-08
3. Assessment of leak-tightness for nuclear reactor containment under overpressure conditions considering aging effects;Nuclear Engineering and Technology;2024-08
4. Investigation on structural failure criteria and material property uncertainties of prestressed concrete containment structure;Nuclear Engineering and Technology;2024-08
5. Failure Behavior and Vulnerability of Containment Structures Subjected to Overpressure Loads Considering Different Failure Criteria;Buildings;2024-05-05
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