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Nonlineat Analysis of the Failure of Nuclear Hermetic Reinforced Concrete Structure due to Extreme Pressure and Temperature

Juraj Kralik, Maros Klabnik, Juraj Kralik
Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series
2016, Volume 16, Issue 2, Pages 72-84
Doi: 10.1515/tvsb-2016-0017
This paper describes the nonlinear analysis of the reinforced concrete hermetic containment under an accidental temperature. The scenario of the hard accident in NPP and the methodology of the calculation of the failure temperature using the safety assessment are presented. The experimental and project material properties are taken into account in the safety assessment.
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