Hello All
I'm amazed that this topic is still receiving attention after all this time. In 2001 I was working in a foreign country and had to establish some "unique" criteria for that particular, new airframe. These criteria were for inclusion in the SRM. I had to establish such criteria without launching into a huge DT analysis program similar to the one US reference SRM I had. The crux of the issue in most of these SRMs is: just how severe can such "minor" damage be and merely be "dressed out" without reinforcement and/or repair action being taken.
So, Highness, yes it was for a new all-metal aircraft in the military trainer class. I had seen how other high performance aircraft manufacturers had determined their criteria, which seemed like an overkill for the program I was working on.
I was hoping to receive some advice from someone who had done such work on airframes before the problem was "beaten to death" using massive amounts of FE and DT analyis on every region of the airframe. Believe it or not there was life before computerized structural analysis came along, and most companies provided very good guidelines for their airframes.
Regards,
Ed.