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

机译:控制独立式乏燃料架地震响应的建模特性的参数分析

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摘要

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.
机译:乏燃料架是钢结构,用于存储从核动力反应堆中取出的乏燃料组件。为了最大化池的存储容量,机架单元仅间隔几厘米,设置矩阵形状以最小的间隙安装在乏燃料池中。机架单元处于独立状态,浸没在12 m深度的水中。在地震事件中,机架会发生较大的位移,即滑动,摇摆,扭曲和转动。此外,由于所谓的“水耦合效应”,一个单元的响应会受到其他单元的影响。准确估计其响应对于实现安全的池布局和可靠的结构设计至关重要。这种机架系统的动力学分析涉及高度非线性行为,瞬态动力响应和流固耦合问题。因此,在整个地震持续时间内进行运动方程式直接积分的瞬态分析变得不可避免。基于有限元方法的临时方法利用了动态接触元素,并实现了流体动力学质量概念。传统上,后者被认为是一种经济有效的方法,可以用等效的附加质量代替水效应。但是,结果仍然有些分散。本文对简单的两机架系统的关键建模属性进行了参数分析。随着建模参数的系统变化,该技术检查了主要瞬态输出的行为。所研究的建模参数是网格离散,齿架与燃料池和燃料与电池的接触刚度,燃料组件的抗弯刚度以及燃料组件与蓄电池之间存在的间隙。它的影响在输出上突出显示为最大和最小相对位移,对支撑的最大垂直力和CPU时间。这些数值结果为深入了解机架系统的一般行为提供了一个来源,并为提出可靠的建模和网格划分提供了有效的工具。还讨论了产出与计算成本之间的权衡。

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