Elastic force is directly proportional to -ve of the displacement:-
F∝ -x
=> F=-kx.
(Elastic force schematization)
W.D= Integration of Fdx= integration of -kxdx= -1/2kx^2
F= -kx
=> m•a=-kx
=>m•dv/dt= -kx
=>m•d^2x/dt^2= -kx
=>d^2x/dt^2=-k/m • x
The above eqn is the differential eqn of a simple harmonic eqn whose solution is x= Asin(wt) where w= k/m
And A= amplitude of the oscillation= the extent upto which the elastic material is stretched.
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