Seismic Analysis of Large-Scale Piping Systems for the JNES ... - NRC
Seismic Analysis of Large-Scale Piping Systems for the JNES ... - NRC
Seismic Analysis of Large-Scale Piping Systems for the JNES ... - NRC
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difference in <strong>the</strong> residual displacements and <strong>the</strong> overall shapes; <strong>the</strong>se differences may be due to<br />
<strong>the</strong> limitation <strong>of</strong> <strong>the</strong> material model as well as <strong>the</strong> baseline correction to <strong>the</strong> input motions. The<br />
differences in <strong>the</strong> displacement Fourier spectra between 1 Hz and 2Hz and <strong>the</strong> strong cyclic<br />
behavior <strong>of</strong> <strong>the</strong> analytical results between 10 Hz and 40 Hz may have contributed to <strong>the</strong> shape<br />
and peak differences in <strong>the</strong> time histories. The analytical peak spectral response <strong>of</strong> <strong>the</strong><br />
acceleration A2 is lower than <strong>the</strong> test result by about 10% and <strong>the</strong> analytical PGA is lower than<br />
<strong>the</strong> test result by about 8%. Never<strong>the</strong>less, <strong>the</strong> spectral responses from <strong>the</strong> test and <strong>the</strong> analysis<br />
agree fairly well <strong>for</strong> <strong>the</strong> dominant frequency range around 3.6 Hz, which is <strong>the</strong> same as <strong>the</strong><br />
resonance frequency <strong>of</strong> <strong>the</strong> input motion and <strong>the</strong> fundamental frequency <strong>of</strong> <strong>the</strong> piping system.<br />
The analytical response spectra shows a bump around 10 Hz, but <strong>the</strong> test does not.<br />
In summary, although some comparisons <strong>of</strong> <strong>the</strong> analytical results <strong>for</strong> <strong>the</strong> US2-1 test are<br />
reasonably good, most <strong>of</strong> <strong>the</strong> comparisons are not as accurate as those <strong>for</strong> <strong>the</strong> DM tests. It should<br />
be noted that <strong>the</strong> comparisons <strong>for</strong> <strong>the</strong> DM4-2(2) test had already been shown to be less accurate<br />
(mostly under-predicted) than those <strong>for</strong> <strong>the</strong> o<strong>the</strong>r DM tests that are subjected to lower level input<br />
motions. The reason <strong>for</strong> <strong>the</strong> less accurate comparisons may be that <strong>the</strong> mono multi-linear<br />
kinematic hardening model reaches shakedown <strong>for</strong> large input motions (large piping responses).<br />
4.3.3.3 Difference <strong>of</strong> Elbow FE Modeling from DM Models<br />
Because <strong>the</strong> differences in <strong>the</strong> piping system configuration between <strong>the</strong> US tests and <strong>the</strong> DM tests<br />
are located outside <strong>of</strong> <strong>the</strong> Elbow 2 boundaries, <strong>the</strong> elbow shell model <strong>for</strong> <strong>the</strong> US tests is almost<br />
identical to that <strong>for</strong> <strong>the</strong> DM tests. The only exceptions are <strong>the</strong> pipe diameter and <strong>the</strong> wall<br />
thickness, which are 219.1 mm and 10.16 mm (average as-built values), respectively. There<strong>for</strong>e,<br />
Figure 4-37, showing <strong>the</strong> overall mesh <strong>of</strong> <strong>the</strong> elbow model, is valid <strong>for</strong> both <strong>the</strong> DM tests and <strong>the</strong><br />
US tests.<br />
Figure 4-65 shows <strong>the</strong> strain gauge location and <strong>the</strong> four selected elements 145, 154, 315, and<br />
324 in <strong>the</strong> elbow model <strong>for</strong> strain comparisons. The position <strong>of</strong> <strong>the</strong> strain gauges SE2C-7A and<br />
SE2C-7H in <strong>the</strong> test were located between elements 154 and 324.<br />
4.3.3.4 Input Motions <strong>for</strong> <strong>the</strong> Elbow Model<br />
Figure 4-66 shows <strong>the</strong> input motions <strong>for</strong> <strong>the</strong> elbow model <strong>for</strong> US2-1. These motions were<br />
generated from <strong>the</strong> piping system analysis described above. These input motions are designated<br />
as DX, DY, and DZ <strong>for</strong> displacements and as RX, RY, and RZ <strong>for</strong> rotations. There are no test<br />
results available <strong>for</strong> comparison <strong>of</strong> <strong>the</strong>se input motions, and <strong>the</strong>re<strong>for</strong>e observations regarding <strong>the</strong><br />
input motions <strong>for</strong> <strong>the</strong> elbow model will be qualitative.<br />
As expected, <strong>the</strong> most significant vibrational input motions are displacement DX and rotation RZ,<br />
because <strong>the</strong> shaking table excitation is only in <strong>the</strong> X direction <strong>for</strong> this test. DZ, RX and RY<br />
oscillate in an apparently lower frequency than that <strong>of</strong> DX, DY, and RZ, indicating substantial<br />
plasticity development ra<strong>the</strong>r than excited vibration. The rotational plastic de<strong>for</strong>mations RX and<br />
RY can reach magnitudes comparable to <strong>the</strong> major oscillating rotational de<strong>for</strong>mation RZ. Figure<br />
4-66 clearly shows that more severe plasticity in Elbow2 was caused in US2-1 than <strong>the</strong> DM tests.<br />
4.3.3.5 <strong>Analysis</strong> <strong>of</strong> <strong>the</strong> Elbow Model and Result Assessment<br />
Several attempts have been made in this study to obtain a complete execution <strong>of</strong> <strong>the</strong> analysis <strong>of</strong><br />
<strong>the</strong> elbow model (120 seconds) in ANSYS. However, <strong>the</strong> analysis could only reach as far as<br />
about 77 seconds be<strong>for</strong>e ANSYS prematurely terminated with an output operation failure.<br />
However, as shown in Figure 4-60, <strong>the</strong> significant part <strong>of</strong> <strong>the</strong> shaking table input motion has<br />
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