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Question: We will not allow them to bend they can expand only horizontally. Find final length of bimetallic st...

We will not allow them to bend they can expand only horizontally. Find final length of bimetallic strip and Stress in the individual rods?

Answer

The final length of the bimetallic strip is: L=L[1+ΔT(α1Y1+α2Y2Y1+Y2)]L' = L \left[ 1 + \Delta T \left( \frac{\alpha_1 Y_1 + \alpha_2 Y_2}{Y_1 + Y_2} \right) \right] Stress in the first rod (σ1\sigma_1): σ1=Y1Y2(α2α1)ΔTY1+Y2\sigma_1 = \frac{Y_1 Y_2 (\alpha_2 - \alpha_1) \Delta T}{Y_1 + Y_2} Stress in the second rod (σ2\sigma_2): σ2=Y1Y2(α1α2)ΔTY1+Y2\sigma_2 = \frac{Y_1 Y_2 (\alpha_1 - \alpha_2) \Delta T}{Y_1 + Y_2}

Explanation

Solution

The bimetallic strip is constrained from bending, meaning both constituent rods must expand to the same final length. Let the temperature change be ΔT\Delta T. The difference in expansion is accommodated by internal stresses. Force balance requires that the stresses in the two rods are equal in magnitude and opposite in sign (σ1=σ2\sigma_1 = -\sigma_2). By equating the total change in length for both rods, which is the sum of thermal expansion and elastic strain (ΔL=αLΔT+σL/Y\Delta L = \alpha L \Delta T + \sigma L/Y), and using the force balance condition, we can solve for the stresses and the final length of the strip. The final length can be expressed using an effective coefficient of thermal expansion, αeff=α1Y1+α2Y2Y1+Y2\alpha_{eff} = \frac{\alpha_1 Y_1 + \alpha_2 Y_2}{Y_1 + Y_2}.