Abstract

AbstractEarthquake shaking of a liquid‐filled advanced reactor induces fluid‐structure interaction (FSI) between the reactor vessel (tank), its internal components, and the contained liquid. Seismic design, qualification, and risk assessment of such reactors must consider fluid‐structure responses, their geometries and support conditions, and three‐directional seismic inputs, all of which require numerical simulations. Numerical models used for analysis of safety‐related nuclear equipment must be verified and validated. This paper verifies numerical models of submerged components using analytical solutions. Seismic FSI analysis of the numerical models is performed using the Arbitrary Lagrangian‐Eulerian (ALE) and Incompressible Computational Fluid Dynamics (ICFD) solvers in LS‐DYNA. Prior analytical solutions are reworked in this paper, and calculation errors are identified and corrected. The solutions address frequencies of two concentric cylindrical pipes filled with liquid: the inner pipe is a submerged component, and the outer pipe contains the liquid. A unitless frequency coefficient is defined and presented for pipes of different materials, filled with different liquids, and with a range of dimensions for application to advanced reactors. The numerical models are verified here by comparing the lateral frequencies of submerged components with those calculated using the corrected analytical solutions. Recommendations for verification of numerical models of internal components in advanced reactors for seismic FSI analysis are provided. Although the unitless frequency coefficients and verification procedures are developed for application to advanced nuclear reactors, they are broadly applicable to FSI analysis of submerged components in liquid‐filled vessels such as storage tanks, boilers, and steam generators.

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