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Topical BAM cask design evaluation using drop tests and numerical calculations: accidental cask drop without impact limiters onto storage building foundation

机译:使用跌落试验和数值计算对BAM桶进行局部设计评估:无冲击限制的桶意外掉落到仓库建筑物基础上

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摘要

Cask impacts without impact limiters onto unyielding targets result in totally different mechanical reactions from those of relatively smooth impacts using impact limiters. During the licensing procedure of the new GNS CASTOR HAW 28M design for vitrified high activity waste, BAM therefore decided to perform an additional drop test with a 1 : 2 scale test cask (CASTOR HAW/TB2). In spite of a small drop height of only 0˙3 m onto the unyielding target of the BAM drop test facility, which conservatively covers any storage building foundation, the impact caused considerable stresses to the cask structure with high stress and strain rates. This paper presents the evaluation strategy of BAM including the drop test results and the development and qualification of appropriate finite element modelling to achieve sufficient agreement between test and calculation results. Further steps include mechanical analyses of reduced and full scale cask designs to determine the most critically stressed areas of the structure, verify scaling factors and demonstrate safety with respect to cask integrity and tightness.
机译:没有冲击限制器的木桶撞击会导致机械反应与使用冲击限制器的相对平稳冲击产生的机械反应完全不同。因此,在针对玻璃化高活性废物的新型GNS CASTOR HAW 28M设计的许可过程中,BAM决定使用比例为1:2的测试桶(CASTOR HAW / TB2)进行额外的跌落测试。尽管BAM跌落测试设施的坚硬目标仅落在0˙3m的小高度上,保守地覆盖了任何存储建筑物的基础,但撞击对具有高应力和应变率的桶形结构造成了相当大的压力。本文提出了BAM的评估策略,包括跌落测试结果以及适当的有限元建模的发展和验证,以实现测试和计算结果之间的充分一致性。进一步的步骤包括对缩小的和满刻度的酒桶设计进行机械分析,以确定结构中最受应力的区域,验证比例因子,并证明酒桶完整性和紧密性方面的安全性。

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