Frictional Clamping on a Composite Structure
Frictional Clamping on a Composite Structure
(OP)
Hi,
I am currently designing a composite structure that requires aluminium brackets to be attached to this structure.
I am currently working with frictional clamping between the aluminium bracket and the composite structure, but my coefficient of friction (approx 0.25) is too low.
Does anyone have any experience in this are or can suggest a way of increasing my coefficient of friction?
Thankyou
I am currently designing a composite structure that requires aluminium brackets to be attached to this structure.
I am currently working with frictional clamping between the aluminium bracket and the composite structure, but my coefficient of friction (approx 0.25) is too low.
Does anyone have any experience in this are or can suggest a way of increasing my coefficient of friction?
Thankyou
RE: Frictional Clamping on a Composite Structure
Cheers
Greg Locock
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RE: Frictional Clamping on a Composite Structure
RE: Frictional Clamping on a Composite Structure
Factory Hood support on C3 Corvette.
I believe there is a steel gizmo embedded in there.
http://image.corvettefever.com/f/9795430/ccrp_0805...
If I could not torque the bolts enough to provide sufficient clamping I'd expect the faying surface to collapse and the bracket to embed and the joint to become loose without the fasteners backing off one bit
RE: Frictional Clamping on a Composite Structure
Having said that, the way I see it, your coefficient of friction is generally not 'too low' - it's your overall pullout force that is too low - and that is effected by other factors as well - your clamping force. Get more clamping force on there. Yes, there are limitations in what pressures carbon can take without failure - so you need more surface area as well. If you have used up all your possible surface area and applied as much pressure to it as you can in the situation, then yes you have to start getting creative.
RE: Frictional Clamping on a Composite Structure