Hey Ben,
Did your axle fail in torsional shear? If it did then chances are if you reduce the spline engagement a bit it will still fail in torsion first.
Just from doing a scribbled stress calc, if you measure diameter of the "base circle" of the spline (bottom of the "v" to the opposite bottom). For the spline to have a weaker surface area you need to have a quarter of the diameter of the shaft of spline engagement length. (at the very least! it will fail across the splines below this). ie shaft radius should = 4*spline engagement.
Then you should allow for shock loads so say if the length of splines engaged = half shaft diameter (say measured across the OD of the splines for a bit of extra 'safety factor')(this is an effective safety factor of 4 plus a bit extra - stresses resulting from shock will be higher the closer you get to the contact surface of the splines).
If you want me to type out the reasoning behind this I can, but can't really be stuffed at the moment
Good luck anyway
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