An state of an elastic rod is described by the state variables entropy S and length L. The differential of the internal energy U(S, L) of the rod is written as,
dU = \frac{∂U(S, L)}{\partial S} dS + \frac{∂U(S, L)}{\partial L} dL = T (S, L) dS + f (S, L) dL.
Note that f (S, L) has the units of a force. The longitudinal stress τ on the rod is τ =\frac{f}{A},where A is the cross-section of the rod. We neglect any change of A due to f. The physical properties of the rod material are given by the linear thermal expansion coefficient at constant stress,
α = \frac{1}{L}\frac{∂L (T, f )}{∂T}.
and the isothermal Young modulus,
E = \frac{L}{A}\frac{∂f (T, L)}{∂L}.
Make use of these two physical properties of the material to answer the following questions :
a) Compute the partial derivative of the rod’s stress τ in the rod changes with respect to its temperature when its length is fixed. Consider that the cross-section A is independent of the temperature.
b) Determine the heat transfer during an isothermal variation of the length of the rod ΔL_{if} from an initial state i to a final state f in terms of α and E.
c) Compute the partial derivative of the rod’s length L with respect to its temperature T.