2006
DOI: 10.1016/j.nucengdes.2006.03.055
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A study on concrete degradation during molten core/concrete interactions

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Cited by 29 publications
(12 citation statements)
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“…The FCI and MCCI have been studied experimentally in COTELS project as a joint study between NUPEC (Japan) and National Nuclear Center, NNC (Republic of Kazakhstan) using one of the testing complexes at NNC [37][38][39][40][41]. The testing complex includes three experimental facilities ''SLAVA,'' ''LAVA,'' and ''LAVA-M'' for debris coolability tests.…”
Section: Molten Core Concrete Interactionmentioning
confidence: 99%
See 1 more Smart Citation
“…The FCI and MCCI have been studied experimentally in COTELS project as a joint study between NUPEC (Japan) and National Nuclear Center, NNC (Republic of Kazakhstan) using one of the testing complexes at NNC [37][38][39][40][41]. The testing complex includes three experimental facilities ''SLAVA,'' ''LAVA,'' and ''LAVA-M'' for debris coolability tests.…”
Section: Molten Core Concrete Interactionmentioning
confidence: 99%
“…A series of tests were performed to examine influences of coarse aggregates in concrete, side wall ablative nature, and debris properties on the MCCI progression [40,41]. A UO 2 mixture or SS was gravitationally slumped into a concrete trap.…”
mentioning
confidence: 99%
“…In other experiments as COTELS [23], the heat was injected to the metallic phase, due to other characteristics of their induction system. The VULCANO VBS tests have shown unexpected results regarding the metal oxidation during MCCI and the phase repartition that must be better understood, in order to determine how they can or not be present at a reactor scale.…”
Section: Oxide-metal Tests With Siliceous Concretementioning
confidence: 99%
“…• A liquid concrete slag layer with continuous material removal via gas bubbles instead of RT instabilities is assumed by Hassan (2000). • A porous aggregate layer is assumed in the contribution of Maruyama et al (2006), based on the COTELS experiments with basaltic concrete. It yields a thermal resistance for the concrete ablation (as the liquid slag layers in the above approaches).…”
Section: Gas and Slag Layers From Concrete Decompositionmentioning
confidence: 99%