Skip to content
Snippets Groups Projects
Commit eb011e5d authored by Dennis Gläser's avatar Dennis Gläser
Browse files

[material][porodeformation] add comment with reference

parent 5834cd99
No related branches found
No related tags found
1 merge request!1183[material][porodeformation] use correct law
......@@ -51,6 +51,15 @@ public:
* \param globalPos The global position (in the element)
* \param refPoro The solid matrix porosity without deformation
* \param minPoro A minimum porosity value
*
* \note Han and Dusseault (2003, doi 10.1016/S0920-4105(03)00047-0)
* provide a derivation for \f$\text{d} \phi = -(1 - \phi ) \text{d} \epsilon_v\f$.
* Here, \f$\epsilon_v\f$ is equal to \f$text{div} \mathbf{u}\f$.
* By using an initial porosity \f$\phi_0\f$ and assuming \epsilon_{v, 0} = 0,
* one obtains \f$\phi = \frac{\phi_0 - \text{div} \mathbf{u}}{1 - \text{div} \mathbf{u}}\f$,
* which is the formulation for the rock mechanics sign convention. Here we are
* using the continuum mechanics sign convention, thus, the final formula reads:
* \f$\phi = \frac{\phi_0 + \text{div} \mathbf{u}}{1 + \text{div} \mathbf{u}}\f$.
*/
template< class FVGridGeom, class ElemSol >
static Scalar evaluatePorosity(const FVGridGeom& fvGridGeometry,
......
0% Loading or .
You are about to add 0 people to the discussion. Proceed with caution.
Finish editing this message first!
Please register or to comment