Two rods of different metals having same area of cross section A are placed end to end between two massive platforms, as shown in the figure. The first rod has a length L 1 , coefficient of linear expansion α 1 and Young's modulus Y 1 . The corresponding quantities for the second rod are L 2 , α 2 , and Y 2 . The temperature of both the rods is now increased by Tº C. Find the force with which the rods act on each other (at the higher temperature) in terms of given quantities. Also find the lengths of the rods at the higher temperature. Assume that there is no change in the cross-sectional area of the rods and that the rods do not bend. There is no deformation of the walls.

Text Solution
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$$ \Delta L = L \cdot \alpha \cdot \Delta T $$
For the first rod:
$$ \Delta L_1 = L_1 \cdot \alpha_1 \cdot T $$
For the second rod:
$$ \Delta L_2 = L_2 \cdot \alpha_2 \cdot T $$
Step 2: The final lengths of the rods after the temperature increase will be:
$$ L_{1f} = L_1 + \Delta L_1 = L_1 + L_1 \cdot \alpha_1 \cdot T $$
$$ L_{2f} = L_2 + \Delta L_2 = L_2 + L_2 \cdot \alpha_2 \cdot T $$
Step 3: Determine the effective lengths of the rods when they are constrained at both ends (the total extension should equal the available space):
Let the total extension be equal to the length of the system, with the walls remaining fixed. Thus, the rods must exert equal and opposite forces on each other, and we can use the formula for stress and strain to find the force:
$$ F = Y \cdot \frac{\Delta L}{L} \cdot A $$
Step 4: Substitute for the first and second rods:
The force on the first rod:
$$ F_1 = Y_1 \cdot \frac{\Delta L_1}{L_1} \cdot A = Y_1 \cdot \frac{L_1 \cdot \alpha_1 \cdot T}{L_1} \cdot A = Y_1 \cdot \alpha_1 \cdot T \cdot A $$
The force on the second rod:
$$ F_2 = Y_2 \cdot \frac{\Delta L_2}{L_2} \cdot A = Y_2 \cdot \frac{L_2 \cdot \alpha_2 \cdot T}{L_2} \cdot A = Y_2 \cdot \alpha_2 \cdot T \cdot A $$
Step 5: Setting the forces equal (since they act against each other):
$$ F_1 = F_2 \implies Y_1 \cdot \alpha_1 \, T = Y_2 \cdot \alpha_2 \, T $$
Thus, simplifying gives:9;
$$ \frac{Y_1 \cdot \alpha_1}{Y_2 \cdot \alpha_2} = 1 $$
The resultant force exerted by the expanded rods on each other is given by:
$$ F = Y \cdot \frac{\Delta L}{L} \cdot A $$
Thus, the final answer can be represented as:
Force with which the rods act on each other:
$$ F = \frac{Y_1 \cdot \alpha_1 T + Y_2 \cdot \alpha_2 T}{2} A $$
Therefore, A.
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