When thin-walled hollow elastic spheres are compressed between two parallel rigid
surfaces, there is an initial flattening of the sphere in the contact regions, followed by
a snap-through buckling of the flattened surface. As the compression increases the
sphere undergoes further buckling modes as a number of ridges and folds
are formed. This elastic buckling deformation is investigated using a finite
element analysis (FEA) technique. It is shown that the ratio of displacement
at buckling to wall thickness depends weakly not only on Poisson’s ratio,
,
but also on the ratio of the geometric wall thickness,
, to sphere
radius,
. This
approach is validated by comparison with experimental compression results on microspheres of
approximately 40
m
in diameter to table tennis balls with a diameter of 40 mm.
The analysis shows that a simple axial compression of a thin-walled hollow sphere
can be used to measure both the average wall thickness of the sphere, from the
deformation at the buckling snap-through, and the modulus from the force at this
point. This provides a good technique to fully characterise the geometry and the
elastic behaviour of thin-walled spheres of any size.
Keywords
compression, buckling, instability, hollow spheres, finite
element analysis