Originally Posted by
joeavaerage
Hi,
No, I do not think it will improve the situation. Even aluminum has a modulus of 70GPa, whereas concrete is in the region of 20Gpa. The stiffer material (aluminium) being less compliant, especially as it
is at the circumference will transmit 99% of the load, while the more compliant material (concrete) especially as it is interior and therefore less geometrically favoured will transmit 1% of the load.
The compliance of the entire structure it almost entirely that of the aluminum alone.
Don't get me wrong, I understand the appeal of aluminum extrusions, but that does not change the fact that they are not stiff.
There are two ways to maximize the rigidity (minimize the compliance) of a structure:
1) Increase the dimensions so that the first moment of area is maximized but use the same material of the same modulus.
2) Use the same size geometry but utilise a material of higher modulus.
I would suggest that if you want to produce the most rigid machine you can of the dimensions you want you employ both strategies, ie increase the geometry AND use a stiffer material.
Here in New Zealand for instance 100 x 100 x 9 steel SHS is quite widely used and stocked. Regrettably 200 x 200 x 16, in fact any of the 16mm thick RHS or SHS sections are only available on indent order.
Even 100 x100 x 9 steel is going to be many times stiffer than your 80 x 80 aluminum extrusion. What do you want 'cheap and floppy' or 'difficult/expensive but stiff'?
Craig