Published April 2010 | Version v1
Journal article

Dynamic impact characteristics of KN-18 SNF transport cask - Part 1: An advanced numerical simulation and validation technique

  • 1. Korea Nuclear Engineering and Service Corporation, 210-2 Yangjae-dong, Seocho-gu, Seoul 137-130 (Korea, Republic of)
  • 2. Department of Aeronautical/Mechanical Design, Chungju National University, Jeungpyeong 368-903 (Korea, Republic of)
  • 3. Department of Architectural Engineering, Chungnam National University, Daejeon 305-764 (Korea, Republic of)

Description

Domestic and international regulations for the transportation of radioactive materials strictly prescribe the design requirements for spent nuclear fuel (SNF) transport casks. According to the applicable codes, a transport cask must withstand a free-drop impact of 9 m onto an unyielding surface and a free-drop impact of 1 m onto a mild steel bar. However, the structural performance of a transport cask is not easy to evaluate precisely because the dynamic impact characteristics of the cask, which includes impact limiters to absorb the impact energy, are so complex. In this study, a more advanced and applicable numerical simulation method using the finite element (FE) method via the commercial FE code LS-DYNA is proposed and verified against the experimental results for a 1/3-scale model of the KN-18 SNF transport cask, recently developed in Korea. In addition, the detailed dynamic impact characteristics of the transport cask under free-drop conditions are investigated via the proposed numerical simulation method and actual drop tests to improve the accuracy and optimization of the SNF transport cask design.

Availability note (English)

Available from http://dx.doi.org/10.1016/j.anucene.2009.12.023

Additional details

Identifiers

DOI
10.1016/j.anucene.2009.12.023;
PII
S0306-4549(09)00397-1;

Publishing Information

Journal Title
Annals of Nuclear Energy (Oxford)
Journal Volume
37
Journal Issue
4
Journal Page Range
p. 546-559
ISSN
0306-4549
CODEN
ANENDJ

Optional Information

Copyright
Copyright (c) 2009 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved.