Civil Engineering Reference
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Figure 6.33 Deformed shape of the double-track open-timber floor plate girder railway
steel bridge at failure.
Figure 6.34 Stress (principal in direction 1-1) contours of the double-track open-timber
floor plate girder railway steel bridge at failure.
owing to bending stresses as shown in
Figure 6.33
.
The data obtained from
ABAQUS [1.29] also showed that the von Mises stresses at the maximum
stressed fibers at the top and bottom flanges and web of the main plate girder
at midspan exceeded the yield stresses. In
Figure 6.34
, the stress (principal
stresses in direction 1-1) contours at failure are plotted. It can be seen that
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