The bending stiffnesses of a conical and a standard external fixator p
in have been compared. The pins were inserted into pilot holes in a pi
ece of teak hardwood and loads of different magnitudes were applied at
a fixed moment arm. Force-deflection curves were obtained for each pi
n, and stiffness (newtons per metre) and percentage stiffness reductio
n were calculated for each pilot hole size. The results show that defl
ection increased (i.e. stiffness decreased) with increasing force or d
iameter of pilot hole. This loss of stiffness was linear for the stand
ard pin but was bimodal for the conical pin.