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Simulating Structural Collapse of a PWR Containment (H592)

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Figure

Fig 1.  Sectional view of the model indicating instrumentation locations on the wall
Fig 3. Full 3D FE model of the PCCV
Fig 4. Localised wall rupture (view from 90o azimuth) followed by total structural collapse during the SFMT  (courtesy SNL)
Fig 7. Radial deflection of the wall at location 14
+2

References

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