TyVan07
Mechanical
- May 26, 2008
- 17
Hi All,
I have a shaft supported by 3 bearings (we'll consider them simple supports) on the ends and one in the middle. The shaft has 2 masses, one on each side of the middle bearing. The shaft is indeterminate so I replace the middle bearing with a force and set the displacement to 0.
Now, when I use Rayleigh's method for lumped masses, do I consider the masses to produce a force in the same direction (Static beam), or do I consider them acting in opposite directions (as would happen in dynamic deflection, likely mode 1).
When I sum w*y^2, I get a negative sign which of course cannot be used in Rayleighs equation. Any help is greatly appreciated.
Thanks,
Tyler
I have a shaft supported by 3 bearings (we'll consider them simple supports) on the ends and one in the middle. The shaft has 2 masses, one on each side of the middle bearing. The shaft is indeterminate so I replace the middle bearing with a force and set the displacement to 0.
Now, when I use Rayleigh's method for lumped masses, do I consider the masses to produce a force in the same direction (Static beam), or do I consider them acting in opposite directions (as would happen in dynamic deflection, likely mode 1).
When I sum w*y^2, I get a negative sign which of course cannot be used in Rayleighs equation. Any help is greatly appreciated.
Thanks,
Tyler