Yes, I thing I will need some "local" potting. Given the discrete attaching points, I would think the "local" would actually be a narrow strip of higher density core. This alleviates the shear core problem (based on what the model predicts).
I would also want to ask you about the core layout...
Thanks for suggestions. I might want to use the edge treatment as a support for attaching points, by milling the attachment feature into the edge treatment (a C-beam), rather than going for individual inserts. My dilemas are more related to interpreting the stress plots vs. the actual...
Hello,
I aam designing an assembly of all-aluminum honeycomb panels, for which I created an FE model based on 2-D representation (PCOMP/NASTRAN). The panels are mainly subjected to pressure loading. Given that each individual panel in the assembly is are attached to the surrounding panels by...
Would you mind letting me know the shear strength of the 7050-T73 rivets (please include the source of information:author, title, page, table, fig., etc.) Thank you for your help !