Abstract. Radioactive waste in Switzerland will be disposed of in a deep geological
repository (DGR). Responsible for the planning and preparation of realization
of this task is National Cooperative for the Disposal of Radioactive Waste
(Nagra). Spent fuel assemblies (SFA) constitute the main high-level waste
(HLW) stream that will be disposed in the DGR. Prior to final disposal they
will be transferred or transported to an encapsulation plant, where they will
be loaded into final disposal canisters. To ensure that the structural
integrity of SFAs is not compromised during handling and transportation, it is
desirable to characterize the expected mechanical parameters of SFAs after
long-term interim storage. Experimental research activities performed at the JRC Karlsruhe include safety
aspects of radioactive waste management, encompassing also spent fuel storage
and spent fuel/HLW disposal activities. Nagra and JRC have established a
collaboration to jointly study relevant properties and behaviours of spent
fuel rods, with the support of the Gösgen nuclear power plant and of
Framatome, and in collaboration with other partners in Europe and
internationally. As part of this collaboration, 3-point bending and impact tests were performed
at the hot-cell facilities of JRC Karlsruhe, to determine the mechanical
response of spent fuel rodlets under quasi-static and dynamic loads. The
structural integrity of fuel rods was also evaluated under different handling
scenarios using finite element (FE) analysis. Starting with the construction
of a static 3D FE model of a Pressurized Water Reactor (PWR) nuclear fuel rodlet in ANSYS
Mechanical, Nagra has developed a series of FE models over
the years. Mechanical properties of the original rodlet model were derived
through an extensive validation process, using experimental data from the
3-point bending tests. To evaluate the mechanical response of an SFA in
different loading scenarios, this model was expanded using 1D beam modeling
approach. The development of the simplified 1D models is shown in this
presentation. In particular, the effect of the contact formulation between the
spacer grid and the rods is discussed. Finally, preliminary results of the
bending response of a 15×15 PWR SFA sub-model are presented.