Proceedings Vol. 16 (2010)
ENGINEERING MECHANICS 2010
May 10 – 13, 2010, Svratka, Czech Republic
Copyright © 2010 Institute of Thermomechanics, Academy of Sciences of the Czech Republic, v.v.i., Prague
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
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pages 75 - +11p., full text
This paper describes the nonlinear analysis of the reinforced concrete wall of the bubbler tower (BT) due to extreme pressure and temperature loading. The behaviour of the pressure and temperature in hermetic zone was simulated by program MELCOR. The interaction of the steel liner and reinforced concrete wall during the loss of coolant accident is considered. The new layered shell element of the reinforced concrete wall was developed. On the base of the experimental results and the nonlinear analysis of the structure were considered the safety and reliability of the structure. The numerical simulations were realized in the system ANSYS and CRACK.
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All papers were reviewed by members of the scientific committee.