That scetch by Pearl is a good explanation of the failure, too much tension stress concentrated on a short area.
What I'm always thinking of looking on those construction is: where is the tension zone, neutral plane and compression zone. I've seen diffrent proportion of belly wood and backing, sometimes the backings are thin react probably like a rawhide backing (most of the tension is in the main wood). But sometimes, like yours the backing strips are thick and tension is defintely there. For me (don't have access to hickory) boo is the only option, as there are strong running through fibers on the high stressed area.