Difference between revisions of "Forest UCM Osc"
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:<math>\left . \frac{\partial U}{\partial x} \right |_{x=x_0} = 0 </math>: Force = 0 at equilibrium | :<math>\left . \frac{\partial U}{\partial x} \right |_{x=x_0} = 0 </math>: Force = 0 at equilibrium | ||
− | also the odd terms must be zero in order to habe stable equalibrium ( if the curvature is negative then the inflection is directed downward towards possibly towards another minima). | + | also the odd (2n-1) terms must be zero in order to habe stable equalibrium ( if the curvature is negative then the inflection is directed downward towards possibly towards another minima). |
:<math>\left . \frac{\partial^{2n-1} U}{\partial x^{2n-1}} \right |_{x=x_0} = 0 </math>: no negative inflection | :<math>\left . \frac{\partial^{2n-1} U}{\partial x^{2n-1}} \right |_{x=x_0} = 0 </math>: no negative inflection | ||
+ | |||
+ | and the leading term is just a constant which can be dropped by redefining the zero point of the potential | ||
+ | |||
+ | :<math>U(x_0) = 0</math> | ||
+ | |||
+ | This leaves us with | ||
+ | |||
+ | : <math>U(x) = \frac{1}{2!}\left . \frac{\partial^2 U}{\partial x^2} \right |_{x=x_0} (x-x_0)^2 \; + \; \frac{1}{4!}\left . \frac{\partial^4 U}{\partial x^4} \right |_{x=x_0} (x-x_0)^4 \; + \dots </math> | ||
==Interpretation (Hooke's law== | ==Interpretation (Hooke's law== |
Revision as of 12:00, 1 October 2014
Hooke's Law
Derivation
In the previous chapter we saw how the equations of motion could from the requirement that Energy be conserved.
in 1-D
Let consider the case where an object is oscillating about a point of stability
A Taylor expansion of the Potential function U(x) about the equalibrium point
is
Further consider the case the the potential is symmetric about the equalibrium point
at the equalibrium point
- : Force = 0 at equilibrium
also the odd (2n-1) terms must be zero in order to habe stable equalibrium ( if the curvature is negative then the inflection is directed downward towards possibly towards another minima).
- : no negative inflection
and the leading term is just a constant which can be dropped by redefining the zero point of the potential
This leaves us with
Interpretation (Hooke's law
The Force exerted by a spring is proportional to the spring displacement from equilibrium and is directed towards restoring the equilibrium condition. (a linear restoring force).
In 1-D this force may be written as
Is this a conservative force?
1.) The force only depends on position.
2.) The work done is independent of path (
in 1-D and 3-D)