Civil Engineering Reference
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and numerically using the finite element model were compared. The
deformed shapes of plate girder T2 at failure observed experimentally and
numerically were compared as shown in
Figure 6.12
.
It can be seen that
the experimental and numerical deformed shapes are in good agreement.
The failure mode observed experimentally and confirmed numerically
Figure 6.12 Comparison of experimental and numerical deformed shapes at failure of
the small-scale built-up I-section plate girder T2.
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