High Burn-up Spent Nuclear Fuel Structural Response When Subjected to a Hypothetical Impact AccidentProceedings of PVP 2004: Pressure Vessels and Piping Conference

Year
2004
Author(s)
David T. Tang - United States Nuclear Regulatory Commission
Jack Guttmann - United States Nuclear Regulatory Commission
Brian J. Koeppel - Pacific Northwest National Laboratory
Harold E. Adkins - Pacific Northwest National Laboratory
File Attachment
Abstract
The US Nuclear Regulatory Commission (USNRC) is responsible for licensing spent fuel storage and transportation systems. A subset of this responsibility is to investigate and understand the structural performance of these systems. Studies have shown that the fuel rods of intact spent fuel assemblies with burn-ups up to 45 gigawatt days per metric ton of uranium ( Gwd/MTU) are capable of resisting the normally expected impact loads subjected during drop accident conditions. However, effective cladding thickness for intact spent fuel assemblies with burn ups greater than 45 Gwd/MTU can be reduced due to corrosion. The capability of the fuel rod to withstand the expected loads encountered under normal and accident conditions may also be reduced, given degradation of the material properties under extended use, such as decrease in ductility. The USNRC and Pacific Northwest Laboratory ( PNNL) performed computational studies to predict the structural response of spent nuclear fuel in a transport system that is subjected to a hypothetical regulatory impact accident, as defined in 10 CFR71.73.[1] This study performs a structural analysis of a typical high burn up pPressurized Wwater Rreactor (PWR) fuel assembly using the ANSYS® ANSYS®/LS- DYNA®TM [2] finite element analysis (FEA) code. The material properties used in the analyses were based on expert judgment and included uncertainties. Ongoing experimental programs will reduce the uncertainties. The current evaluations include the pins, spacer grids, and tie plates to assess possible cladding failure/rupture under hypothetical impact accident loading. This paper describes the USNRC and PNNL staff's analytical approach, provides details on the single pin model developed for this assessment, and presents the results.