Parametric analysis of modelling properties governing the seismic response of free-standing spent fuel racks

Title: Parametric analysis of modelling properties governing the seismic response of free-standing spent fuel racks
Authors: Gonzalez Merino, AlbertoCostas de la Peña, LuisGonzález, Arturo
Permanent link: http://hdl.handle.net/10197/8747
Date: 25-May-2017
Online since: 2017-11-25T02:00:11Z
Abstract: Spent fuel racks are steel structures designed to store the spent fuel assemblies removed from the nuclear power reactor. In order to maximize the storage capacity of the pool, rack units are spaced by only a few centimeters setting up a matrix shape to fit in the spent fuel pool with a minimum clearance. Rack units rest in free-standing conditions submerged in water at 12 m depth. During a seismic event, racks undergo large displacements namely sliding, rocking, twisting and turning. Furthermore, the response of a unit is influenced by the others due to the so-called 'water coupling effect'. An accurate estimation of their response is essential to achieve a safe pool layout and a reliable structural design. The dynamic analysis of such a rack system deals with highly nonlinear behavior, a transient dynamic response and a fluid-structure interaction problem. A transient analysis with direct integration of the equation of motion throughout the whole earthquake duration becomes therefore unavoidable. An ad-hoc methodology based on the finite element method takes advantage of dynamic contact elements and implements the hydrodynamic mass concept. The latter has traditionally been accepted as a cost-effective approach to replace the water effect by an equivalent added mass. However, some dispersion of results still remains. This paper carries out a parametric analysis of the key modelling properties for a simple two-rack system. This technique examines the behavior of the main transient outputs as a modelling parameter is systematically varied. The modelling parameters under study are the mesh discretization, the rack-to-pool and fuel-to-cell contact stiffness, the flexural rigidity of the fuel assembly and the gaps existing between the fuel assembly and the storage cell. Its influence is highlighted on outputs as maximal and minimal relative displacements, maximal vertical force on support and CPU time. These numerical results provide a source of insight into the general behavior of the rack systems and an effective tool to propose a reliable modeling and meshing. The trade-off between outputs and computational cost and is also discussed.
Funding Details: European Commission Horizon 2020
Funding Details: TRUSS ITN
Type of material: Conference Publication
Publisher: CRC Press
Keywords: Non linear analysisFluid structure interactionNuclear racks
DOI: 10.1201/9781315210469-345
Other versions: http://esrel2017.org/
https://www.crcpress.com/ESREL-2017-Portoroz-Slovenia-18-22-June-2017/Cepin-Bris/p/book/9781138629370
Language: en
Status of Item: Peer reviewed
Is part of: Cepin, M., Bris, R. (eds.). Safety and Reliability. Theory and Applications
Conference Details: 27th annual European Safety and Reliability Conference (ESREL 2017), Portoroz, Slovenia, June, 2017
ISBN: 9781138629370
This item is made available under a Creative Commons License: https://creativecommons.org/licenses/by-nc-nd/3.0/ie/
Appears in Collections:Earth Institute Research Collection
Civil Engineering Research Collection
TRUSS-ITN Research Collection

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