Method 1 : Let the composite tube be subject to an axial (tensile) force F and δl be the corresponding elongation. As discussed in the theory section, the stress borne by steel tube
ρsteel=FYsAsYs+ABYB
But we know Ys=σsεs=σs(δl/L)
δı=σsLYs=FL(AsYs+ABYB)
If Y be the required Young's modulus of the tube which behaves in the same fashion as that of the composite tube, then, corresponding to the same external force F, the deflection δl should be the same, i.e.,
δl=FL(As+AB)Y
Comparing Eqs. (iii) and (iv), we have
Y=AsYs+ABYBAs+AB
Method 2 : As discussed in the theory section, we can compare composite rod
System with spring combination. We can right equivalent force contact of spring as
Keq=IL(AsYs+ABYB)
If replace the composite rods into a single rod of length L and area (As + AB)
Here Keq=(AS+AB)YL
Comparing Eqs. (v) and (Vi) we have equivalent Young's modulus as
Y=ASYS+ABYB(AS+AB)