Composite-to-Metallic Single Shear, Multi-Row Joint Question
Composite-to-Metallic Single Shear, Multi-Row Joint Question
(OP)
Is it common to assume load distributes evenly amongst all fasteners for a multi row, single shear joint where one plate is carbon fiber and the other plate is a ductile metal? Is this a valid assumption if the metal plate thickness is sized such that bearing yield in the metal plate has the lowest allowable amongst all joint failure modes?
Thanks
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RE: Composite-to-Metallic Single Shear, Multi-Row Joint Question
RE: Composite-to-Metallic Single Shear, Multi-Row Joint Question
Is this strategy only applicable for ultimate loading? It was unclear to me if the bearing yield needed to redistribute load was enough to constitute a bearing yield failure as defined by MMPDS and if you will still need do a limit/yield check. I'm designing a very highly loaded joint and wrestling with different options to achieve positive margins.
RE: Composite-to-Metallic Single Shear, Multi-Row Joint Question
For a three row joint, assuming the two straps have the same stiffness, then a 40/20/40 fastener distribution will be conservative, particularly at ultimate load. If the straps have different stiffnesses, then the fastener load will be higher at the inner row of the stiffer strap.
Its not too hard to set up a 1D linear load share analysis in a spreadsheet.
If you can show the metal strap clearly yields in all fasteners before a bearing or bearing-bypass tension failure in the composite strap, then you may be able to justify a uniform distribution at ultimate load.
Note that with a composite strap, and more than two fastener rows, it is hard to avoid a bearing-bypass interaction failure at the first (inner to the composite) fastener. Often it requires thickness tapering the straps.
If you have a metal strap, then you probably need to do a limit (yield) check (depending on the part and certification agency); check for bearing yield and net section yield.
RE: Composite-to-Metallic Single Shear, Multi-Row Joint Question
RE: Composite-to-Metallic Single Shear, Multi-Row Joint Question
RE: Composite-to-Metallic Single Shear, Multi-Row Joint Question
RE: Composite-to-Metallic Single Shear, Multi-Row Joint Question
Regards, Wil Taylor
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