Governing Equations
The equations that govern the thermomechanics of a solid include the balance laws for mass, momentum, and energy.  Kinematic equations and constitutive relations are needed to complete the system of equations.  Physical restrictions on the form of the constitutive relations are imposed by an entropy inequality that expresses the second law of thermodynamics in mathematical form.
The balance laws express the idea that the rate of change of a quantity (mass, momentum, energy) in a volume must arise from three causes:
  
- the physical quantity itself flows through the surface that bounds the volume,
- there is a source of the physical quantity on the surface of the volume, or/and,
- there is a source of the physical quantity inside the volume.
Let  be the body (an open subset of Euclidean space) and let
 be the body (an open subset of Euclidean space) and let    be its surface (the boundary of
 be its surface (the boundary of  ).
).  
  
Let the motion of material points in the body be described by the map
 
where  is the position of a point in the initial configuration and
 is the position of a point in the initial configuration and  is the location of the same point in the deformed configuration.
 is the location of the same point in the deformed configuration.
Recall that the deformation gradient ( ) is given by
) is given by
 
Balance Laws
Let  be a physical quantity that is flowing through the body.  Let
 be a physical quantity that is flowing through the body.  Let  be sources on the surface of the body and let
 be sources on the surface of the body and let  be sources inside the body.  Let
 be sources inside the body.  Let  be the outward unit normal to the surface
 be the outward unit normal to the surface  .  Let
.  Let  be the velocity of the physical particles that carry the physical quantity that is flowing.  Also, let the speed at which the bounding surface
 be the velocity of the physical particles that carry the physical quantity that is flowing.  Also, let the speed at which the bounding surface  is moving be
 is moving be  (in the direction
 (in the direction  ).
).
Then, balance laws can be expressed in the general form
![{\displaystyle {\cfrac {d}{dt}}\left[\int _{\Omega }f(\mathbf {x} ,t)~{\text{dV}}\right]=\int _{\partial \Omega }f(\mathbf {x} ,t)[u_{n}(\mathbf {x} ,t)-\mathbf {v} (\mathbf {x} ,t)\cdot \mathbf {n} (\mathbf {x} ,t)]~{\text{dA}}+\int _{\partial \Omega }g(\mathbf {x} ,t)~{\text{dA}}+\int _{\Omega }h(\mathbf {x} ,t)~{\text{dV}}~.}](../80f2a1116281a5feb923a41f01ad7f153f68b64d.svg) 
Note that the functions  ,
,  , and
, and  can be scalar valued, vector valued, or tensor valued - depending on the physical quantity that the balance equation deals with.
 can be scalar valued, vector valued, or tensor valued - depending on the physical quantity that the balance equation deals with.
It can be shown that the balance laws of mass, momentum, and energy can be written as
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Balance laws in spatial description  

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In the above equations  is the mass density (current),
 is the mass density (current),    is the material time derivative of
 is the material time derivative of  ,
,  is the particle velocity,
 is the particle velocity,  is the material time derivative of
 is the material time derivative of  ,
,  is the Cauchy stress tensor,
 is the Cauchy stress tensor,  is the body force density,
 is the body force density,  is the internal energy per unit mass,
 is the internal energy per unit mass,  is the material time derivative of
 is the material time derivative of  ,
,  is the heat flux vector, and
 is the heat flux vector, and  is an energy source per unit mass.
 is an energy source per unit mass.
  
With respect to the reference configuration, the balance laws can be written as
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Balance laws in material description  

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In the above,  is the first Piola-Kirchhoff stress tensor, and
 is the first Piola-Kirchhoff stress tensor, and    is the mass density in the reference configuration.  The first   Piola-Kirchhoff stress tensor is related to the Cauchy stress tensor by
 is the mass density in the reference configuration.  The first   Piola-Kirchhoff stress tensor is related to the Cauchy stress tensor by
 
We can alternatively define the nominal stress tensor  which is the transpose of the first Piola-Kirchhoff stress tensor such that
 which is the transpose of the first Piola-Kirchhoff stress tensor such that
 
Then the balance laws become
 
Keep in mind that:
The gradient and divergence operators are defined such that
 
where  is a vector field,
 is a vector field,  is a second-order tensor field, and
 is a second-order tensor field, and  are the components of an orthonormal basis in the current configuration.  Also,
 are the components of an orthonormal basis in the current configuration.  Also,
 
where  is a vector field,
 is a vector field,  is a second-order tensor field, and
 is a second-order tensor field, and  are the components of an orthonormal basis in the reference configuration.
 are the components of an orthonormal basis in the reference configuration.
The inner product is defined as
 
The Clausius-Duhem Inequality
The Clausius-Duhem inequality can be used to express the second law of thermodynamics for elastic-plastic materials.  This inequality is a statement concerning the irreversibility of natural processes, especially when energy dissipation is involved.
Just like in the balance laws in the previous section, we assume that there is a flux of a quantity, a source of the quantity, and an internal density of the quantity per unit mass.  The quantity of interest in this case is the entropy.  Thus, we assume that there is an entropy flux, an entropy source, and an internal entropy density per unit mass ( ) in the region of interest.
) in the region of interest.
Let  be such a region and let
 be such a region and let  be its boundary.  Then the second law of thermodynamics states that the rate of increase of
 be its boundary.  Then the second law of thermodynamics states that the rate of increase of   in this region is greater than or equal to the sum of that supplied to
 in this region is greater than or equal to the sum of that supplied to  (as a flux or from internal sources) and the change of the internal entropy density due to material flowing in and out of the region.
 (as a flux or from internal sources) and the change of the internal entropy density due to material flowing in and out of the region.
  
Let  move with a velocity
 move with a velocity  and let particles inside
 and let particles inside  have velocities
 have velocities  .  Let
.  Let  be the unit outward normal to the surface
 be the unit outward normal to the surface  .  Let
.  Let  be the density of matter in the region,
 be the density of matter in the region,  be the entropy flux at the surface, and
 be the entropy flux at the surface, and  be the entropy source per unit mass.  
Then the entropy inequality may be written as
 be the entropy source per unit mass.  
Then the entropy inequality may be written as
 
The scalar entropy flux can be related to the vector flux at the surface by the relation  .  Under the assumption  of incrementally isothermal conditions, we have
.  Under the assumption  of incrementally isothermal conditions, we have
 
where  is the heat flux vector,
 is the heat flux vector,  is a energy source per unit mass, and
 is a energy source per unit mass, and  is the absolute temperature of a material point at
 is the absolute temperature of a material point at  at time
 at time  .
.
We then have the Clausius-Duhem inequality in integral form:
 
We can show that the entropy inequality may be written in differential form as
 
In terms of the Cauchy stress and the internal energy, the Clausius-Duhem inequality may be written as 
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Clausius-Duhem inequality  

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References
- T. W. Wright. (2002)  The Physics and Mathematics of Adiabatic Shear Bands. Cambridge University Press, Cambridge, UK.
- R. C. Batra. (2006)  Elements of Continuum Mechanics. AIAA, Reston, VA.
- G. A. Maugin. (1999) The Thermomechanics of Nonlinear Irreversible Behaviors: An Introduction. World Scientific, Singapore.
- M. E. Gurtin. (1981)  An Introduction to Continuum Mechanics. Academic Press, New York.