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{{Confusion|Murnaghan equation of state}}
In [[continuum mechanics]], an [[equation of state]] suitable for modeling solids is naturally rather different from the [[ideal gas law]]. A solid has a certain equilibrium volume <math>V_0</math>, and the energy increases quadratically as volume is increased or decreased a small amount from that value. The simplest plausible dependence of energy on volume would be a harmonic solid, with
The '''Birch–Murnaghan isothermal equation of state''', published in 1947 by [[Francis Birch (geophysicist)|Albert Francis Birch]] of [[Harvard]],<ref name=Birch47>{{cite journal |doi=10.1103/PhysRev.71.809 |title=Finite Elastic Strain of Cubic Crystals |year=1947 |last1=Birch |first1=Francis |journal=Physical Review |volume=71 |issue=11 |pages=809–824|bibcode = 1947PhRv...71..809B }}</ref> is a relationship between the volume of a body and the pressure to which it is subjected. Birch proposed this equation based on the work of [[Francis Dominic Murnaghan (mathematician)|Francis Dominic Murnaghan]] of [[Johns Hopkins University]] published in 1944,<ref name=Murn44>{{cite journal |jstor=87468 |pages=244–247 |last1=Murnaghan |first1=F. D. |title=The Compressibility of Media under Extreme Pressures |volume=30 |issue=9 |journal=Proceedings of the National Academy of Sciences of the United States of America |year=1944 |pmid=16588651 |pmc=1078704|bibcode = 1944PNAS...30..244M |doi = 10.1073/pnas.30.9.244 |doi-access=free }}</ref> so that the equation is named in honor of both scientists.
:<math>
E = E_0 + \frac{1}{2} B_0 \frac{(V-V_0)^2}{V_0}.
</math>

The next simplest reasonable model would be with a constant [[bulk modulus]]
:<math>
B_0 = - V \left( \frac{\partial P}{\partial V} \right)_T.
</math>

Integrating gives
:<math>
P = B_0 \ln(V_0/V).
</math>

:<math>
V = V_0 \exp(-P/B_0).
</math>

:<math>
E = E_0 + B_0 \left( V_0 - V + V \ln(V/V_0) \right).
</math>

==Murnaghan equation of state==

A more sophisticated equation of state was derived by
[[Francis Dominic Murnaghan (mathematician)|Francis D. Murnaghan]] of [[Johns Hopkins University]] in 1944{{ref|Murnaghan}}. To begin with, we consider the pressure
:<math> P = - \left( \frac{\partial E}{\partial V} \right)_S \qquad (1)
</math>
and the bulk modulus
:<math>
B = - V \left( \frac{\partial P}{\partial V} \right)_T. \qquad (2)
</math>
Experimentally, the bulk modulus pressure derivative
:<math>
B' = \left( \frac{\partial B}{\partial P} \right)_T \qquad (3)
</math>
is found to change little with pressure. If
we take <math>B' = B'_0</math> to be a constant, then
:<math>
B = B_0 + B'_0 P \qquad(4)
</math>
where <math>B_0</math> is the value of <math>B</math> when <math>P = 0.</math>
We may equate this with (2) and rearrange as
:<math>
\frac{d V}{V} = -\frac{d P}{B_0 + B'_0 P}. \qquad (5)
</math>
Integrating this results in
:<math>
P(V) = \frac{B_0}{B'_0} \left(\left(\frac{V_0}{V}\right)^{B'_0}
- 1\right) \qquad (6)
</math>
or equivalently
:<math>
V(P) = V_0 \left(1+B'_0
\frac{P}{B_0}\right)^{-1/B'_0}. \qquad (7)
</math>
Substituting (6) into <math>E = E_0 - \int P
dV</math> then results in the equation of state
for energy.
:<math>
E(V) = E_0
+ \frac{ B_0 V }{ B_0' } \left( \frac{ (V_0/V)^{B_0'} }{ B_0' - 1 } + 1 \right)
- \frac{ B_0 V_0 }{ B_0' - 1 }. \qquad (8)
</math>

Many substances have a fairly constant <math>B'_0</math> of about 3.5.

==Birch–Murnaghan equation of state==
The third-order Birch–Murnaghan isothermal equation of state, published in 1947 by [[Francis Birch (geophysicist)|Francis Birch]] of [[Harvard]]{{ref|Birch}}, is given by:


== Expressions for the equation of state ==
:<math>
The third-order Birch–Murnaghan isothermal equation of state is given by
<math display="block">
P(V)=\frac{3B_0}{2}
P(V)=\frac{3B_0}{2}
\left[\left(\frac{V_0}{V}\right)^\frac{7}{3} -
\left[\left(\frac{V_0}{V}\right)^{7/3} -
\left(\frac{V_0}{V}\right)^\frac{5}{3}\right]
\left(\frac{V_0}{V}\right)^{5/3}\right]
\left\{1+\frac{3}{4}\left(B_0^\prime-4\right)
\left\{1+\frac{3}{4}\left(B_0^\prime-4\right)
\left[\left(\frac{V_0}{V}\right)^\frac{2}{3} - 1\right]\right\}.
\left[\left(\frac{V_0}{V}\right)^{2/3} - 1\right]\right\}.
</math>
</math>
where ''P'' is the pressure, ''V''<sub>0</sub> is the reference volume, ''V'' is the deformed volume, ''B''<sub>0</sub> is the bulk modulus, and ''B''<sub>0</sub>' is the derivative of the bulk modulus with respect to pressure. The bulk modulus and its derivative are usually obtained from fits to experimental data and are defined as
<math display="block"> B_0 = -V \left(\frac{\partial P}{\partial V}\right)_{P = 0}</math>
and
<math display="block">B_0' = \left(\frac{\partial B}{\partial P}\right)_{P = 0}</math>
The expression for the equation of state is obtained by expanding the Helmholtz free energy in powers of the finite strain parameter ''f'', defined as
<math display="block">f = \frac{1}{2}\left[\left(\frac{V_0}{V}\right)^{{2/3}} - 1\right] \,,</math>
in the form of a series.<ref name=Poirier>{{cite book |last=Poirier |first=J.-P. |title="Introduction to the Physics of the Earth's Interior" |date=2000 | publisher=Cambridge |isbn=9781139164467}}</ref>{{rp|68-69}}
This is more evident by writing the equation in terms of ''f''. Expanded to third order in finite strain, the equation reads,<ref name=Poirier/>{{rp|72}}
<math display="block">
P(f) = 3 B_0 f (1 + 2 f)^{5/2} ( 1 + a f + \mathit{higher~order ~terms})\,,
</math>
with <math> a = \frac{3}{2}(B_0' - 4) </math>.


Again, E(V) is found by integration of the pressure:
The internal energy, {{math|''E''(''V'')}}, is found by integration of the pressure:
:<math>
<math display="block">
E(V) = E_0 + \frac{9V_0B_0}{16}
E(V) = E_0 + \frac{9V_0B_0}{16}
\left\{
\left\{
\left[\left(\frac{V_0}{V}\right)^\frac{2}{3}-1\right]^3B_0^\prime +
\left[\left(\frac{V_0}{V}\right)^{2/3} - 1\right]^3 B_0^\prime +
\left[\left(\frac{V_0}{V}\right)^\frac{2}{3}-1\right]^2
\left[\left(\frac{V_0}{V}\right)^{2/3} - 1\right]^2
\left[6-4\left(\frac{V_0}{V}\right)^\frac{2}{3}\right]\right\}.
\left[6-4\left(\frac{V_0}{V}\right)^{2/3}\right]\right\}.
</math>
</math>


==See also==
==See also==
*[[Albert Francis Birch]]
*[[Albert Francis Birch]]
*[[Francis Dominic Murnaghan]]
*[[Francis Dominic Murnaghan (mathematician)|Francis Dominic Murnaghan]]
*[[Murnaghan equation of state]]


== References ==
== References ==
{{reflist}}
{{reflist}}
*{{note|Murnaghan}} F.D. Murnaghan, 'The Compressibility of Media under Extreme Pressures', in ''Proceedings of the National Academy of Sciences'', vol. 30, pp.&nbsp;244-247, 1944. [http://links.jstor.org/sici?sici=0027-8424%2819440915%2930%3A9%3C244%3ATCOMUE%3E2.0.CO%3B2-P]


*{{note|Birch}} Francis Birch, 'Finite Elastic Strain of Cubic Crystals', in ''Physical Review'', vol. 71, pp.&nbsp;809-824 (1947). [http://prola.aps.org/abstract/PR/v71/i11/p809_1]

==External links==
* [http://courses.cit.cornell.edu/das248/equation_of_state.html Equation of State Codes and Scripts] This webpage provides a list of available codes and scripts used to fit energy and volume data from electronic structure calculations to equations of state such as the Birch-Murnaghan. These can be used to determine material properties such as equilibrium volume, minimum energy, and bulk modulus.
{{Statistical mechanics topics}}
{{Statistical mechanics topics}}


{{DEFAULTSORT:Birch-Murnaghan equation of state}}
[[Category:Continuum mechanics]]
[[Category:Continuum mechanics]]
[[Category:Equations]]
[[Category:Eponymous equations of physics]]
[[Category:Equations of state]]



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[[de:Zustandsgleichung von Birch-Murnaghan]]
{{statisticalmechanics-stub}}
[[fr:Équation d'état de Birch-Murnaghan]]

Latest revision as of 09:22, 28 August 2024

The Birch–Murnaghan isothermal equation of state, published in 1947 by Albert Francis Birch of Harvard,[1] is a relationship between the volume of a body and the pressure to which it is subjected. Birch proposed this equation based on the work of Francis Dominic Murnaghan of Johns Hopkins University published in 1944,[2] so that the equation is named in honor of both scientists.

Expressions for the equation of state

[edit]

The third-order Birch–Murnaghan isothermal equation of state is given by where P is the pressure, V0 is the reference volume, V is the deformed volume, B0 is the bulk modulus, and B0' is the derivative of the bulk modulus with respect to pressure. The bulk modulus and its derivative are usually obtained from fits to experimental data and are defined as and The expression for the equation of state is obtained by expanding the Helmholtz free energy in powers of the finite strain parameter f, defined as in the form of a series.[3]: 68–69  This is more evident by writing the equation in terms of f. Expanded to third order in finite strain, the equation reads,[3]: 72  with .

The internal energy, E(V), is found by integration of the pressure:

See also

[edit]

References

[edit]
  1. ^ Birch, Francis (1947). "Finite Elastic Strain of Cubic Crystals". Physical Review. 71 (11): 809–824. Bibcode:1947PhRv...71..809B. doi:10.1103/PhysRev.71.809.
  2. ^ Murnaghan, F. D. (1944). "The Compressibility of Media under Extreme Pressures". Proceedings of the National Academy of Sciences of the United States of America. 30 (9): 244–247. Bibcode:1944PNAS...30..244M. doi:10.1073/pnas.30.9.244. JSTOR 87468. PMC 1078704. PMID 16588651.
  3. ^ a b Poirier, J.-P. (2000). "Introduction to the Physics of the Earth's Interior". Cambridge. ISBN 9781139164467.