Formulating the constitutive relation for a material seeks a formula that relates the stress measure to the strain measure. Therefore, using a specific stress measure, the correct strain measure must be used.
Therefore the problem at hand is the following: Given a stress tensor, one of the many stress tensors discussed earlier, how to determine the correct strain tensor to use with it?
To make the discussion general, the stress tensor is designated by \(\mathbf {\tilde {B}}\) and its conjugate pair, the strain tensor, by \(\mathbf {\tilde {A}}\).
The stress measure \(\mathbf {\tilde {B}}\) could be any of the stress measures discussed earlier, such as the Cauchy stress tensor \(\mathbf {\tilde {\tau }}\), the second Piola-kirchhoff stress tensor \(\mathbf {\tilde {s}}_{1}\). Now the strain tensor to use is determined. Let \(\left ( \mathbf {\tilde {B},\tilde {A}}\right )\) be the conjugate pair tensors.
Physics is used in finding of \(\mathbf {\tilde {A}}\) for each specific \(\mathbf {\tilde {B}}\)
Let the current amount of energy stored in a unit volume as a result of the body undergoing deformation be \(W\), then the time rate at which this energy changes will be equal to the stress multiplied by the strain rate. Hence
Where \(\colon \) is the trace matrix operator. This is the rule used to determine \(\mathbf {\tilde {A}}\).
On a stress-strain diagram the following is drawn
The strain measure \(\mathbf {\tilde {A}}\) (the conjugate pair for the stress measure \(\mathbf {\tilde {B}}\)) must satisfy the relation
For each stress/strain conjugate pair, the terms \(\frac {\partial W}{\partial t},\frac {\partial \mathbf {\tilde {A}}}{\partial t},\mathbf {\tilde {A}}\) are derived.
In the deformed state, the stress tensor is the true stress tensor, which is the cauchy stress \(\mathbf {\tilde {\tau }}\), and the strain rate in this state is known to be [2] \[ \frac {1}{2}\left ( \mathbf {\tilde {e}+\tilde {e}}^{T}\right ) \]
Where \(\mathbf {\tilde {e}}\) is the velocity gradient tensor. It is shown in [2] that \[ \fbox {$\mathbf {\tilde {e}}=\mathbf {\dot {F}\cdot \tilde {F}}^{-1}$}\]
Hence in the deformed state
In other words, the conjugate strain for the cauchy stress tensor is given by \(\mathbf {\tilde {A}}\) such that \[ \frac {\partial \mathbf {\tilde {A}}}{\partial t}=\frac {1}{2}\left ( \mathbf {\dot {F}\cdot \tilde {F}}^{-1}+\mathbf {\tilde {F}}^{-T}\mathbf {\cdot \dot {F}}^{-1}\right ) \]
\(\mathbf {\tilde {A}}\) should come out to be the Almansi strain tensor, which is \[ \fbox {$\mathbf {\tilde {A}}=\frac {1}{2}\left ( \mathbf {\tilde {F}}^{-T}\cdot \mathbf {\tilde {F}}^{-1}-\mathbf {\tilde {I}}\right ) $}\] (check)
Pre dot multiplying \(\mathbf {\tilde {e}}\) by \(\mathbf {\tilde {I}=}\left ( \mathbf {\tilde {F}}^{-T}\cdot \mathbf {\tilde {F}}^{T}\right ) \) and post dot multiplying it with \(\mathbf {\tilde {I}=}\left ( \mathbf {\tilde {F}}\cdot \mathbf {\tilde {F}}^{-1}\right )\) which will make no change in the value, results in
Using the properties of \(\colon \) the above is written as
It was determined earlier that \(\mathbf {\tilde {s}}_{1}=J\ \mathbf {\tilde {F}}^{-1}\cdot \mathbf {\tilde {\tau }}\cdot \mathbf {\tilde {F}}^{-T}\) hence \(\mathbf {\tilde {F}}^{-1}\cdot \mathbf {\tilde {\tau }\cdot \mathbf {\tilde {F}}^{-T}=}\frac {\mathbf {\tilde {s}}_{1}}{J}\) hence the above equation becomes
But \(\mathbf {\tilde {e}=\dot {F}\cdot \tilde {F}}^{-1}\) therefore
Therefore \[ \frac {\partial \mathbf {\tilde {A}}}{\partial t}=\frac {1}{J}\left ( \mathbf {\mathbf {\tilde {F}}}^{T}\mathbf {\cdot \mathbf {\dot {F}\cdot \tilde {F}}^{-1}\cdot \tilde {F}}\right ) \]
This shows that \(\mathbf {\tilde {A}=}\frac {1}{2}\left ( \mathbf {\mathbf {\tilde {F}}^{T}\cdot \tilde {F}-\tilde {I}}\right )\), therefore \(\frac {\partial \mathbf {\tilde {A}}}{\partial t}=\mathbf {\mathbf {\dot {F}}}^{T}\mathbf {\cdot \tilde {F}+\mathbf {\tilde {F}}}^{T}\mathbf {\mathbf {\cdot \dot {F}}}\)
Or
The advantage in using the second Piola Kirchhoff stress tensor instead of the Cauchy or the first Piola Kirchhoff stress tensor, is that with the second Piola Kirchhoff stress tensor, calculations are performed the reference configuration (undeformed state) where the state measurements are known instead of using the deformed configuration where state measurements are not known.
But \(\mathbf {\tilde {e}=\dot {F}\cdot \tilde {F}}^{-1}\) hence the above becomes
Using the property of \(\mathbf {\colon }\) \(A\colon B\cdot C\) can be written as \(A\cdot C^{T}\colon B\) hence applying this property to the above expression gives
Applying the property that \(A\cdot C^{T}\colon B\rightarrow C\cdot A\colon B^{T}\) to the above results in
It was found earlier that \(\mathbf {\tilde {t}=}J\ \mathbf {\tilde {F}}^{-1}\cdot \mathbf {\tilde {\tau }}\) hence replacing this into the above gives
This shows that \(\frac {\partial \mathbf {\tilde {A}}}{\partial t}=\frac {1}{J}\mathbf {\dot {F}}^{T}\) therefore
Since \(\mathbf {\tilde {\sigma }}\) is a scaled version of \(\mathbf {\tilde {\tau }}\) where
It was found earlier that the strain tensor associated with \(\mathbf {\tilde {\tau }}\) is \(\frac {1}{2J}\left ( \mathbf {\mathbf {\tilde {F}}^{T}\cdot \tilde {F}-\tilde {I}}\right ) \) hence the strain tensor associated with \(\mathbf {\tilde {\sigma }}\) is \(\frac {1}{2}\left ( \mathbf {\mathbf {\tilde {F}}^{T}\cdot \tilde {F}-\tilde {I}}\right )\)
Therefore
But \(\mathbf {\tilde {e}=\dot {F}\cdot \tilde {F}}^{-1}\) hence the above becomes
But \(\left ( \mathbf {\tilde {F}}^{-1}\cdot \mathbf {\tilde {F}}\right ) =\mathbf {\tilde {I}}\). Using this the first \(\mathbf {\tilde {I}}\) in (1) above is replaced. Also \(\left ( \mathbf {\tilde {F}}\cdot \mathbf {\tilde {F}}^{-1}\right ) =\mathbf {\tilde {I}}\), and using this, the second \(\mathbf {\tilde {I}}\) in equation (1) above is replaced. Therefore (1) becomes
Switching the order of terms selected above by transposing them gives
Taking \(\mathbf {\mathbf {\tilde {F}}^{-T}}\) as common factor gives
But \[ \mathbf {\mathbf {\dot {F}}}^{T}\mathbf {\cdot \mathbf {\tilde {F}}+\mathbf {\tilde {F}}}^{T}\mathbf {\cdot \dot {F}=}\frac {d}{dt}\left ( \mathbf {\mathbf {\tilde {F}}}^{T}\mathbf {\cdot F}\right ) \]
Hence (2) becomes
But \(\frac {d}{dt}\left ( \mathbf {\mathbf {\tilde {F}}}^{T}\mathbf {\cdot F}\right ) =\frac {d}{dt}\left ( \mathbf {\mathbf {\tilde {U}}}^{2}\right ) \) since \(\mathbf {\mathbf {\tilde {F}}}^{T}\mathbf {\cdot F=\mathbf {\tilde {U}}}^{2}\)
Therefore (3) becomes
But \[ \frac {d}{dt}\left ( \mathbf {\mathbf {\tilde {U}}}^{2}\right ) =2\left ( \mathbf {\mathbf {\tilde {U}\cdot \dot {U}}}\right ) \]
Hence (4) becomes
But \[ \mathbf {\mathbf {\tilde {U}\cdot \dot {U}=\dot {U}\cdot U}}\]
From symmetry of \(\mathbf {\mathbf {U}}\) therefore \[ 2\left ( \mathbf {\mathbf {\tilde {U}\cdot \dot {U}}}\right ) =\mathbf {\mathbf {\tilde {U}\cdot \dot {U}+\dot {U}\cdot U}}\]
And (5) becomes
From property of \(\mathbf {\colon }\) the above can be written as
But from above, \(\frac {1}{2}\left ( \mathbf {\mathbf {\tilde {U}\cdot \dot {U}+\dot {U}\cdot U}}\right ) =\mathbf {\mathbf {\tilde {U}\cdot \dot {U}}}\) Hence
Using property of \(\mathbf {\colon }\) the term \(\mathbf {\mathbf {\tilde {U}}}\) is moved to the left of \(\mathbf {\colon }\) to obtain
But \(\mathbf {\mathbf {\tilde {F}}}^{-T}\cdot \mathbf {\mathbf {\tilde {U}=\tilde {R}}}\) hence the above becomes
But it was found earlier that \(\mathbf {\tilde {r}}^{\ast }=J\ \mathbf {\tilde {F}}^{-1}\mathbf {\cdot \tilde {\tau }}\cdot \mathbf {\tilde {R}}\)
Hence \(\dot {W}=\frac {1}{J}\mathbf {\tilde {r}}^{\ast }\mathbf {\colon \mathbf {\dot {U}}}\) Hence
Therefore \(\frac {\partial \mathbf {\tilde {A}}}{\partial t}=\frac {1}{J}\mathbf {\mathbf {\dot {U}}}\) which results in
It was found earlier that \(\mathbf {\tilde {r}=}\frac {\left ( \mathbf {\tilde {r}}^{\ast }+\mathbf {\tilde {r}}^{\ast T}\right ) }{2}\) hence the conjugate pair for \(\mathbf {\tilde {r}}\) is \(\frac {\left ( \frac {1}{J}\mathbf {\mathbf {U}}+\frac {1}{J}\mathbf {\mathbf {U}}^{T}\right ) }{2}\)
Since \(\mathbf {\mathbf {\tilde {U}}}\) is symmetrical, therefore conjugate pair for \(\mathbf {\tilde {r}}\) is \(\frac {1}{J}\mathbf {\mathbf {U}}\) Hence \[ \mathbf {\tilde {A}=}\frac {1}{J}\mathbf {\mathbf {U}}\] The same as strain tensor associated with the Biot-Lure stress.