Birch-Murnaghan equation of state
An extension, or rather a generalization, of the Murnaghan equation of state was presented by Albert F. Birch in 1947.
Since finite strain is represented as:
\[ f=\frac{1}{2}\left[\left(\frac{V_0}{V}\right)^{2/3}-1\right]\]
The internal energy, \(U\), for the strain is defined as a Taylor expansion:
\[ U=a+bf+cf^2+df^3...\]
The pressure, then is the derivative of this equation:
\[p=-\left(\frac{\partial U}{\partial f}\right)\left(\frac{\partial f}{\partial V}\right)\]
The second order form is thus:
\[ p=\frac{3B_0}{2}\left[\left(\frac{V_0}{V}\right)^{7/3}-\left(\frac{V_0}{V}\right)^{5/3}\right] \]
Where \(B_0\) is the isothermal (or calibration) bulk modulus. However, since this form is not dependent on the bulk modulus derivative, \(B_0'\), it is rarely used and either the first order or third order form are used. The third order shows increased accuracy over the Murnaghan equation of state and has a relatively simple analytical form (Eq. 4.42 in
\[ p=\frac{3B_0}{2}\left[\left(\frac{V_0}{V}\right)^{7/3}-\left(\frac{V_0}{V}\right)^{5/3}\right]\left[1+\frac{3}{4}\left(B_0'-4\right)\left(\left(\frac{V_0}{V}\right)^{2/3}-1\right)\right]\]