PSI - Issue 60
Keshav Mohta et al. / Procedia Structural Integrity 60 (2024) 36–43 Author name / Structural Integrity Procedia 00 (2019) 000 – 000
42
7
Fig. 3. Modeled heat exchanges for thermal hydraulic analysis
Fig. 4. FE model of Calandria end shield assembly for structural analysis
Table 1. Timeline of key events during the accident progression till Calandria failure. Key event/ parameter Standard 220 MWe PHWR
540 MWe PHWR
Time between initiating event and the complete core collapse (LCDA and transition to SCDA) Core collapse (initial condition for the present analysis) Calandria vault water level falls till the top of the Calandria Calandria vault water level falls till the bottom of the Calandria
7.8 h
5 h
T0
T0
T0 + 36 h T0 + 73 h T0 + 83 h
T0 + 36 h T0 + 63 h T0 + 71 h
Calandria failure
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