Authors: Ali Taherkhani, Ali Alavi Nia
Abstract: In this study, the energy absorption capacity and crush strength of cylindrical thin-walled structures is investigated using nonlinear Finite Elements code LS-DYNA. For the thin-walled structure, Aluminum A6063 is used and its behaviour is modeled using power-law equation. In order to better investigate the performance of tubes, the simulation was also carried out on structures with other types of cross-sections such as triangle, square, rectangle, and hexagonal, and their results, namely, energy absorption, crush strength, peak load, and the displacement at the end of tubes was compared to each other. It was seen that the circular cross-section has the highest energy absorption capacity and crush strength, while they are the lowest for the triangular cross-section. It was concluded that increasing the number of sides increases the energy absorption capacity and the crush strength. On the other hand, by comparing the results between the square and rectangular cross-sections, it can be found out that eliminating the symmetry of the cross-section decreases the energy absorption capacity and the crush strength. The crush behaviour of the structure was also studied by changing the mass and the velocity of the striker, simultaneously while its total kinetic energy is kept constant. It was seen that the energy absorption of the structure is more sensitive to the striker velocity than its mass.
96
Authors: Kee Nam Song, Sang Hoon Lee, Jae Yong Kim
Abstract: A spacer grid assembly is one of the main structural components of the nuclear fuel
assembly of a Pressurized light Water Reactor (PWR). The spacer grid assembly supports and
aligns the fuel rods, guides the fuel assemblies past each other during a handling and, if needed,
sustains lateral seismic loads. The ability of a spacer grid assembly to resist these lateral loads is
usually characterized in terms of its dynamic and static crush strengths, which are acquired from
tests. In this study, a finite element analysis on the dynamic crush strength of spacer grid assembly
specimens is carried out. Comparisons show that the analysis results are in good agreement with the
test results within an 8 % difference range. Therefore, we could predict the crush strength of a
spacer grid assembly in advance, before performing the dynamic buckling test. And also a
parametric study on the crush strength of a spacer grid assembly is carried out by adjusting the weld
penetration depth for a sub-sized spacer grid, which also shows a good agreement between the test
and analysis results.
2668
Authors: Minoru Yamashita, Toshio Hattori, Naoya Nishimura, Y. Tange
Abstract: Various polygonal tubes were compressed in the axial direction under quasi-static and
dynamic loading conditions. The effect of the polygonal shape and the wall thickness on the crush
behavior is investigated, in which the cyclic buckling takes place. The numbers of polygonal edges
were 3, 4, 5, 6 and 7 in the experiment. A circular tube was also tested for comparison. The tubes
were machined from aluminum alloy A5056 bar. Crush strength is estimated as an index of the
energy absorption capacity of the tube. It increases with increasing the number of polygonal edges
of the tube, although it almost saturates when the number of polygonal edges is more than 6. For the
wider variety of polygonal tubes than that in the experiment, numerical simulation is performed
using the dynamic explicit finite element code DYNA3D. The computed crush behavior well agrees
with the corresponding experimental one, however, the difference in collapse mode arises due to the
slight imperfections in experiment. The deformation pattern becomes more irregular for the
thinner-walled tube. Further, it is presumed that the large hardening exponent in the plastic property
of the material could prevent the buckling switching from the symmetric mode to asymmetric one
in the crushing of circular tube.
1399
Authors: Kee Nam Song, Kyung Ho Yoon, Jae Jun Lee, Kyung Jin Park
Abstract: The spacer grid assembly, which is an interconnected array of slotted grid straps and
welded at the intersections to form an egg crate structure, is one of the main structural components
of the nuclear fuel assembly of a Pressurized light Water Reactor (PWR). The spacer grid assembly
supports and aligns the fuel rods, guides the fuel assemblies past each other during handling and, if
needed, sustains lateral seismic loads. The ability of the spacer grid assembly to resist the lateral
loads is usually characterized in terms of its dynamic and static crush strengths, which are acquired
from tests. In this study, dynamic buckling tests and finite element analyses on spacer grid assembly
specimens are carried out. Comparisons show that the analysis results are in good agreement with
the test results to within an 8 % difference range. Therefore, we could predict the crush strength of a
spacer grid assembly in advance before performing the dynamic buckling test.
1555
Authors: Kee Nam Song, Kyung Ho Yoon, Jae Jun Lee, Kyung Jin Park
Abstract: The spacer grid assembly, which is an interconnected array of slotted grid straps and
welded at the intersections to form an egg crate structure, is one of the main structural components
of the nuclear fuel assemblies of a Pressurized light Water Reactor (PWR). The spacer grid
assembly is structurally required to have enough crush strength under lateral loads due to lateral
seismic accelerations, lateral Loss Of Coolant Accident (LOCA) blowdown forces, and shipping
and handling loads so that the fuel rods are maintained within a coolable geometry, and that the
control rods are able to be inserted. The ability of the spacer grid assembly to resist the lateral loads
is usually characterized in terms of its dynamic and static crush strengths, which are acquired from
the relevant tests. In this study, dynamic buckling tests and finite element analyses on spacer grid
assembly specimens are carried out. As a result of the comparisons, the analysis results are in good
agreement with the test results to within an 8 % difference range. Therefore, we could predict the
crush strength of a spacer grid assembly in advance before performing the dynamic buckling test.
1011