I have tested (Cantilever Bending) the FRP Composite tube to know the E-Modulus of the material. The e-modulus value by (E=Stress/Strain) formula and by (E=PL3/3I∂) formula is comimg different. Can anybody put a beam of light on it?
There is no difference between your formula and that used by Mr. Bhagwat. Here is the reconciliation:
I = (pi/64)[(2R)^4 -(2Ri)^4)]
= (pi/64)(2X2X2X2R^4-2X2X2X2Ri^4)
=(pi/64)(16R^4-16Ri^4)
=(pi/4)(R^4-Ri^4)
So that is not the problem
The bending formula is only a derived equation of a homogenous material fitted to the initial portion of the load versus deflection curve. All bets are off with a composite material where local plastic deformations at the load points might be a factor or if its modulus is different in compression than tension. The bending test should give you a good estimate of the flexural strength when the first surface layers begin to yield (or fracture depending on the composite's characteristics).