Our solution
Our consultants could have used a hand calculation to
show the beam did not need to be solid, but large forces
from the ram were carried by substantial welded plates
on its side web. These were also welded to perpendicular
box beams, making the loads asymmetrical, so our consultants
built an FEA model of quarter of
the assembly.
Our consultants used solid elements with symmetrical
boundary conditions to represent the parts we had not
modelled. This confirmed that the stresses and deflections
were low in the beam and acceptable in the plates and
box beam. Our consultants then redesigned the beam as
a box section and built a new FEA
model.
Our consultants used shell elements for the new beam
but retained the solid elements for the plates and original
box beams, where the stresses were more complicated. The
new design shared the stresses more evenly and had an
adequate factor of safety. This was much lighter and cheaper
to make than the original.
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