A uniform rod of mass m and length l is rotating with constant angular velocity w about its axis which passes through its one end and perpendicular to the length of rod. the area of cross section of rod is A and its Youngs Modulus is Y. The strain at the midpoint of the rod (neglect gravity) is
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Hi , let us say the rod is AB being rotated about A , and the center of rod being C.
Consider force diagram on CB, having mass 2m whose center of mass is rotating about A in a circle of radius 2l+4l=43l. If the tension (providing centripetal force) is T,
T=2mω243l
Hence, strain = AYT=8AY3mω2l
Consider an infinitesimally small element of dr thickness at a distance r from the axis.
Let T(r) be the tension at r.
Switching to a rotating reference frame and balancing the forces on this small element.
T(r)=T(r+dr)+(dm)ω2r
where dm=(m/l)dr.
⇒−T′(r)dr=(m/l)ω2rdr⇒−dT=(m/l)ω2rdr
⇒∫0rlmω2rdr=∫T0T−dT
Solving for T, we get:
T=T0−2lmω2r2
At r=l, T=0⇒T0=2lmω2l2. Hence,
T=2lmω2(l2−r2)
Since we need tension at l/2,
T=2lmω2(l2−4l2)=83mω2l
Hence, strain=AYT=8AY3mω2l
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