Axisymmetric hand calcs?
Axisymmetric hand calcs?
(OP)
I've been thinking about this all morning and it is giving me a head ache.
Imagine you have a plain tube 7"5/8ths OD, 0.1" thick, 1" long, it is fixed at one end, and a radial force is applied to the other end.
CanI any of you solve this by hand? If so can you tell me how?
Imagine you have a plain tube 7"5/8ths OD, 0.1" thick, 1" long, it is fixed at one end, and a radial force is applied to the other end.
Can





RE: Axisymmetric hand calcs?
At 1" long and such a large diameter I would solve that by just considering shear over the tube area and ignore any bending, so have a look at this site:-http://www.roymechx.co.uk/Useful_Tables/Mechanics/...
Scroll down till you get to shear stress.
RE: Axisymmetric hand calcs?
RE: Axisymmetric hand calcs?
RE: Axisymmetric hand calcs?
http://www.roymechx.co.uk/Useful_Tables/Beams/Beam...
scroll down till you see cantilever beam example
RE: Axisymmetric hand calcs?
There is a solution however using beams on Elastic Foundations, which works admirably.
Cheers