This work examines the stiffness of cylindrical elastomer bush mountings in
different modes of deformation. Stiffness predictions in different deforma
tion modes obtained using published analytical relationships are compared w
ith finite element analysis (FEA) and with experimental measurements made o
n a range of elastomer bush geometries. The results for the torsional and a
xial stiffness from all three methodologies agree reasonably well. However,
existing analytical approaches predict values that are clearly incorrect f
or both the conical and the radial stiffness. Both a revised analytical and
a graphical approach are proposed, which predict the radial stiffness more
reliably. The work also demonstrates that to predict the initial stiffness
of bushes manufactured from filled elastomers, a neo-Hookean stored energy
function implemented in a FEA package is sufficient. Hence a single measur
e of shear modulus taken over the correct strain range is all that is requi
red to characterise the elastomer behaviour for this purpose.