In order to fit my proposed new sail I need to extend my mast by around 4 feet (120cm). To this purpose I have bought a 2.5m length of 6082T6 Aluminium tube 6" in diameter with 1/4" wall thickness. The inside diameter of this tube is 139.7mm. The straight-sided bottom section of my mast is 5.5" (139.7mm). I realised that getting the one inserted into the other might be a non-trivial task.
The bottom of the outer extension tube needed a 3" insert cut from the old mast in order for it to fit closely over the mast step. Fitting this 3" section into the bottom of the extension tube would be a good test of the methodology I planned to use to fit the mast into the other end. Here is the set-up:

A length of 6mm short-link anchor chain runs through the tube. At one end, it is fed through the 3" offcut and through a timber packing piece and secured with a stout metal rod through a link (left hand image). At the other, it is attached to a length of 12mm threaded rod via a lifting eye nut and shackle. The threaded rod goes through another wood packing piece, and a nut and washer system allow the rod to be gradually drawn out of the tube, placing increasing load on the chain and pulling the offcut into the other end (right-hand image).
I calculate the theoretical mechanical advantage of this system as several hundred to one, producing a maximum pull on the chain of several tons. In fact, much of the mechanical advantage would be lost through friction, but the maximal load on the chain should still be formidable.
The amount of pressure required to pull this short 3" section into the extension tube was scary, and the difficulty of the process made it clear to me that using the same method to pull the mast in by 48" would not be successful.
The only alternative I can think of is to cut a 48" long slit in the extension tube, pull the mast in using the above method, then clamping and welding the slot shut. This obviously has implications for the final strength of the extension tube, which will protrude 60cm above the partners. The following information, from the Total Materia database of Swiss company Metals AG, may be relevant:
"When welding weakens the weldment, the weak zone is about an inch either side of the center of the butt or fillet welds. Longitudinal welds in structural members are harmless if their weak zones make up less than 15 percent of the part. Girth welds in piping or tubing may reduce resistance to buckling, but longitudinal welds reduce it hardly at all, because their weak zones are small compared to the total area of the weldment."
The weak zone on the extension tube will be 50/478.8mm = 10.5% of circumference. Observations, and any alternative suggestions for soultions to this problem would be welcome.
Chris