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208 lines
8.1 KiB
208 lines
8.1 KiB
\chapter{Verification}
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\section{Introduction}
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\SLAP\ was verified by comparison of the analytical
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results of this code with accelerometer data from the half-scale
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Defense High Level Waste (DHLW)
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cask test program [3]. The half-scale DHLW cask geometry and
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instrumentation locations are shown in Figure B.1.
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The cask was dropped
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from a height of 30 ft. $\pm$ 1 in. at an initial angle of 10$^\circ
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\pm$ 1$^\circ$. such that the narrower end (opposite the closure) of
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the cask contacted the unyielding target first. Comparisons of
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experimental and analytical accelerations and velocities (integrated
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accelerations) were made at the accelerometer locations A7, A1, and
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A3. A7 is located on the cask bottom end (initial impact end). A1 is
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located slightly toward the closure from the center of gravity. A3 is
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located on the closure (secondary impact) end.
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\begin{figure}
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\vspace{3.5 in}
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\caption{Half-Scale DHLW Cask Model Instrumentation Drawing}
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\end{figure}
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\section{\SLAP\ Input Development}
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A typical input to \SLAP\ is shown in Table B.1. The total
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mass was determined from the measured weight of the half-scale cask.
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The moment of inertia was calculated from the geometry, weight, and
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location of the individual cask components. The moment of inertia
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calculation was not experimentally verified. The location of the cask
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center of gravity (length from nose to CG and tail to CG) was also
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calculated and verified experimentally. Agreement between the
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calculation and measurement of the center of gravity location was
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within .09 in.
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\begin{table}
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\begin{center}
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\caption{Input Parameters to \SLAP\ for the 30 Foot Drop Test of the
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DHLW Half-Scale Model at 10$^\circ$}
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\makeqnum
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\begin{tabular}{||l|c||}
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\hline
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Geometry: & \\
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\quad Nose to CG &$??25.68$\\
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\quad Tail to CG &$??23.5?$\\
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\quad Mass &$??15.2?$\\
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\quad Moment of Inertia &$8900.??$\\
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Nose Spring: & \\
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\quad Loading &$400000.$ at 1.\\
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&$973000.$ at 3.\\
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\quad Unloading &$8000000.$\\
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Tail Spring: &\\
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\quad Loading &$388000.$ at 1.\\
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&$888000.$ at 2.8\\
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\quad Unloading &$8000000.$\\
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\hline
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Initial Conditions: & \\
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\quad Initial Velocity &$-527.45$\\
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\quad Initial Angle &$??10.??$\\
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\hline
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\end{tabular}
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\end{center}
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\end{table}
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The springs were defined using the results of finite element
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analysis and testing of a honeycomb structure similar to
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(but much simpler to analyse) that used for
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side impact limiters on the DHLW cask. A ring of aluminum honeycomb
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with an inside diameter of 20 in., an outside diameter of 31.75 in. and
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an axial length of 10.125 in. was applied to the axial center of a
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5500 lb. cylinder. The honeycomb cell structure
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was aligned radially, as
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in the DHLW impact limiters. A
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sketch of the test structure is shown in Figure B.2.
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\begin{figure}
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\vspace{3.5 in}
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\caption{Honeycomb Crush Test Structure}
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\end{figure}
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The cylinder was
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dropped from 15 and 22 ft. The cylinder drops were analysed using
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DYNA3D [4]. The analysis results for acceleration, final honeycomb
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crush (permanent impact limiter displacement), and footprint were in
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good agreement with the experimental results. These analysis results
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were then used to define the spring behavior of the DHLW impact
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limiters required by \SLAP . The results for the 22-foot test
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cylinder drop were
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used because the amount of crush matched that expected in the
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DHLW impact limiters due to a 30-foot drop.
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The acceleration of the
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center of gravity of the cylinder predicted by DYNA3D for the 22-foot
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drop is shown plotted against the center of gravity displacement in
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Figure B.3.
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\begin{figure}
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\vspace{3.5 in}
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\caption{Acceleration versus Displacement for Honeycomb Crush Test
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Structure from DYNA3D for a 22-Foot Drop}
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\end{figure}
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This curve was smoothed, using the Butterworth low pass
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filter implemented in GRAFAID [5],
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to eliminate the contribution of the high frequency deformation
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modes to the acceleration. In order to apply a Butterworth filter,
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the curve must be single valued.
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A series of
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initial and trailing zeros will also facilitate the filtering
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operation.
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Thus the analytical curve of Figure B.3
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was modified as shown in Figure B.4 by eliminating the unloading
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portion of the curve and adding the leading and trailing zeros.
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\begin{figure}
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\vspace{3.5 in}
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\caption{Acceleration versus Displacement for Honeycomb Crush Test
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Structure from DYNA3D for a 22-Foot Drop - Filtered}
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\end{figure}
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After filtering, the acceleration was converted into load
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by multiplying by the mass, and then scaled to the length used in the
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DHLW impact limiter. This result was approximated with bi-linear
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spring definition shown in Fig B.5 and used in the \SLAP\ input
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described in Table B.1.
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\begin{figure}
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\vspace{3.5 in}
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\caption{Approximation of Load versus Displacement Behavior of
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Honeycomb Impact Limiters on the DHLW Half-Scale Model}
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\end{figure}
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The unloading modulus was estimated directly
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from Figure B.3. The effects of friction were ignored in the {\em
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spring} definition.
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\section{Comparison of \SLAP\ with Experiment}
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The \SLAP\ program writes results at the locations of the nose spring,
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the center of gravity, and the tail spring. For the half-scale DHLW
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cask test, these locations do not coincide with the accelerometer
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locations. However, because the cask is analysed as a rigid body, the
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analytical data may be determined at any arbitrary location by linear
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interpolation. Thus, the \SLAP\ results were interpolated to be
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consistent with the accelerometer locations shown in Figure B.1.
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Variation in drop height, within the experimental uncertainty,
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has a negligible effect on the cask behavior and thus was ignored.
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The initial angle, however, has an appreciable effect on the duration
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of the slapdown event along with a minor effect on the magnitudes of
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the accelerations and velocities. Therefore, slapdown analyses were
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run with initial angles between 9$^\circ$ and 14$^\circ$.
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The values of acceleration and velocity from \SLAP\
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for the 13$^\circ$ initial angle are compared to the experimental data
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(at the three accelerometer locations A7, A1, and A3) in Figures B.6
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- B.11. The 13$^\circ$ initial angle was chosen for display here
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because it
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provided the best match for the experimental data, perhaps indicating
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some rotation during the 30-foot free drop
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of the test.
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\begin{figure}
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\vspace{3.5 in}
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\caption{Comparison of Analytical and Experimental Vertical
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Accelerations at Location A7}
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\end{figure}
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\begin{figure}
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\vspace{3.5 in}
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\caption{Comparison of Analytical and Experimental Vertical
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Accelerations at Location A1}
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\end{figure}
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\begin{figure}
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\vspace{3.5 in}
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\caption{Comparison of Analytical and Experimental Vertical
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Accelerations at Location A3}
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\end{figure}
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\begin{figure}
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\vspace{3.5 in}
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\caption{Comparison of Analytical and Experimental Vertical
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Velocities at Location A7}
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\end{figure}
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\begin{figure}
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\vspace{3.5 in}
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\caption{Comparison of Analytical and Experimental Vertical
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Velocities at Location A1}
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\end{figure}
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\begin{figure}
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\vspace{3.5 in}
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\caption{Comparison of Analytical and Experimental Vertical
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Velocities at Location A3}
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\end{figure}
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Because the actual
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cask is not perfectly rigid, the accelerometers record some high
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frequency response. The experimental data in the Figures B.6 -
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B.11 has been filtered at 500 Hz to allow for easier comparison. 500
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Hz was the lowest frequency which did not significantly alter the
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rise and fall times and the total pulse width of the data.
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Unfortunately, there
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is still a significant high frequency component in the accelerometer
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response remaining.
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Because of this remaining high frequency response, even after
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filtering, it is difficult to make accurate quantitative comparisons
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of acceleration values. However, when the accelerometer data are
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integrated to give velocities, the comparison is remarkably good.
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When the coarseness of the spring definition, the neglect of friction,
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and the experimental uncertainties are considered, these results
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indicate that slapdown events can be analysed with sufficient accuracy
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for a great number of purposes including determination of worst
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initial angles for testing and the effects of variations in impact
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limiter and cask parameters.
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