Nonlinear analysis of the failure of nuclear hermetic reinforced concrete structure due to extreme pressure and temperature
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Vysoká škola báňská - Technická univerzita Ostrava
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Abstract
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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nuclear power plant, containment, nonlinearity, failure temperature, ANSYS
Citation
Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2016, roč. 16, č. 2, s. 72-84 : il.