Bruce, I saw you posted just before me. Regarding "secondary" bonding, that is done all the time at the OEM level. Stringer alterations (notches for engine clearence, cutouts for hose routing, etc.), b/head tie-ins to hullsides and overheads, you would be surprised at the amount of additional laminating that is done once the initial layup has reached full cure.
Once again, the key to strength, adhesion, and durability is proper surface prep. Cae in point, I had a 1984 Hydra-Sports WA here a few years ago. I had to access the areas behind the helm and port side close-out b/heads (just like on your Explorer), there were structural b/heads glassed to both the upper portion of the wings, the hullsides, and the outboard stringers. All secondary bonding. And since I doubt VE was even invented in '84, let alone in use by a mid-tier builder like H-S, all done with polyester resin.
There wasn't one single thing amiss with those b/heads. And I would imagine, due to the fact that they tied in 2 very large pieces of glass to one another, there was a significant amount of flex and stress placed on the b/heads and the bond joints.
I'm sure shear tests, torsional rigidity tests, and testing methods of that nature show VE and epoxy to be superior in strength and other physical properties. But in real world applications, where the stresses applied to materials don't even come remotely close to the testing parameters, polyester resin, COMBINED WITH THE PROPER SURFACE PREP AND PROPER MATERIALS HANDLING AND PREPERATION, will perform more than adequately...
A little anecdote. When I was at Lockheed-Martin, all of our lifting devices had to be certified annually. I had a small boom crane over my work area, 1500 lbs. capacity. The most I ever lifted with it was about 250 lbs. The cert called for 2 1/2 times it's rated capacity...in other words, come cert time, the metrology guys would lift 3750 lbs with my little crane!! The first time I saw them do it, I bet my eyes got as big as saucers, as the boom actually deflects about 3"...and this is an 8' boom, a 1/2" thick, 4" X 8" steel I-beam!! No way in hell, in regular service, was that crane going to see anything close to the loads placed on it during cert...but that was the deal.