SAITAETGrad
New member
- Sep 20, 2003
- 277
We are looking at a small design and production cycle (3 articles) of interior monuments fabricated from fiberglass honeycomb sandwich panel materials.
For our substantiation, we would like to proof load the structures to the ultimate design loads.
We would proof test all three to account for variability in manufacture. We are expecting no permanent deformation to the structure (i.e. the ultimate design loads are considerably less than the allowable limit loads for the structure). After post test general visual inspect and tap test, we would like to install the articles on the aircraft. Any detectable permanent deformation or damage would be cause for rejection.
Our local approval authority has disallowed this approach in the past. The concern is that the proof test would cause considerable hidden damage that would be undetectable even with a battery of NDT methods.
But all composite structures have flaws, voids, etc. from limitations in the manufacturing process (regardless of NDI applied). Our proof test would likely involve some low level audible creaks. But, we would hold the ultimate design load for three seconds without additional strain under load or permanent deformation with the load removed. This should be indicative of sufficient residual strength to repeat the ultimate design load in service.
What am I missing here?
For our substantiation, we would like to proof load the structures to the ultimate design loads.
We would proof test all three to account for variability in manufacture. We are expecting no permanent deformation to the structure (i.e. the ultimate design loads are considerably less than the allowable limit loads for the structure). After post test general visual inspect and tap test, we would like to install the articles on the aircraft. Any detectable permanent deformation or damage would be cause for rejection.
Our local approval authority has disallowed this approach in the past. The concern is that the proof test would cause considerable hidden damage that would be undetectable even with a battery of NDT methods.
But all composite structures have flaws, voids, etc. from limitations in the manufacturing process (regardless of NDI applied). Our proof test would likely involve some low level audible creaks. But, we would hold the ultimate design load for three seconds without additional strain under load or permanent deformation with the load removed. This should be indicative of sufficient residual strength to repeat the ultimate design load in service.
What am I missing here?