Add citations and funding acknowledgement

diff --git a/Quasi_static_Finite_strain_Compressible_Elasticity/README.md b/Quasi_static_Finite_strain_Compressible_Elasticity/README.md
index 7da6b78fdf171a6230ac7c9c535d2a9ea4a402dd..13c05c668155948a82f4821649d063e0ff23c589 100644 (file)
--- a/Quasi_static_Finite_strain_Compressible_Elasticity/README.md
+++ b/Quasi_static_Finite_strain_Compressible_Elasticity/README.md
@@ -1,9 +1,9 @@
 ## Overview
-The Cook membrane (or cantilever) problem is a classic benchmark test for 
-finite element formulations for solid mechanics. It is typically used to 
-test for and demonstrate the shear-locking (or locking-free) behaviour of 
-a finite element ansatz under quasi-incompressible conditions. 
-As it is so widely referred to in the literature on finite-strain elasticity, 
+The Cook membrane (or cantilever) problem is a classic benchmark test for
+finite element formulations for solid mechanics. It is typically used to
+test for and demonstrate the shear-locking (or locking-free) behaviour of
+a finite element ansatz under quasi-incompressible conditions.
+As it is so widely referred to in the literature on finite-strain elasticity,
 we reproduce the example here.
 However, we consider on the compressible case to avoid many of the complexities
 that arise in `step-44`, which provides an efficient approach to deal with
@@ -11,10 +11,10 @@ the quasi-incompressible case.
 
 ### A classical approach to solving the cook membrane problem.
 
-In this work we take a classical approach to solving the equations governing 
-quasi-static finite-strain compressible elasticity, with code based on 
-`step-44`. The formulation adopted here is that seen in many texts on solid 
-mechanics and can be used as the starting point for extension into many 
+In this work we take a classical approach to solving the equations governing
+quasi-static finite-strain compressible elasticity, with code based on
+`step-44`. The formulation adopted here is that seen in many texts on solid
+mechanics and can be used as the starting point for extension into many
 topics such as material anisotropy, rate dependence or plasticity, or even as
 a component of multi-physics problems.
 
@@ -26,11 +26,11 @@ is prevented in order to impose plane strain conditions.
 
 ![Problem geometry](./doc/problem_setup.png)
 
-Note that we perform a three-dimensional computation as, for this particular 
-formulation, the two-dimensional case corresponds to neither plane-strain 
+Note that we perform a three-dimensional computation as, for this particular
+formulation, the two-dimensional case corresponds to neither plane-strain
 nor plane-stress conditions.
 
- 
+
 ## Requirements
 * Version 8.2.1 or greater of `deal.II`
 
@@ -55,29 +55,38 @@ make run
 ```
 
 
+## Reference for this work
+If you use this program as a basis for your own work, please consider citing it in your list of references.
+The initial version of this work was contributed to the deal.II project by the authors listed in the following citation:
+* J-P. V. Pelteret and A. McBride, The deal.II code gallery: Quasi-Static Finite-Strain Compressible Elasticity, 2016. DOI: [10.5281/zenodo.437601](http://doi.org/10.5281/zenodo.437601) <img style="float: right;" src="https://zenodo.org/badge/DOI/10.5281/zenodo.437601.svg">
+
+### Acknowledgements
+The support of this work by the European Research Council (ERC) through the Advanced Grant 289049 MOCOPOLY is gratefully acknowledged by the first author.
+
+
 ## Recommended Literature
 * C. Miehe (1994), Aspects of the formulation and finite element implementation of large strain isotropic elasticity International Journal for Numerical Methods in Engineering 37 , 12, 1981-2004. DOI: [10.1002/nme.1620371202](http://doi.org/10.1002/nme.1620371202);
 * G.A. Holzapfel (2001), Nonlinear Solid Mechanics. A Continuum Approach for Engineering, John Wiley & Sons. ISBN: [978-0-471-82319-3](http://eu.wiley.com/WileyCDA/WileyTitle/productCd-0471823198.html);
 * P. Wriggers (2008), Nonlinear finite element methods, Springer. DOI: [10.1007/978-3-540-71001-1](http://doi.org/10.1007/978-3-540-71001-1);
 * T.J.R. Hughes (2000), The Finite Element Method: Linear Static and Dynamic Finite Element Analysis, Dover. ISBN: [978-0486411811](http://store.doverpublications.com/0486411818.html)
 
-The derivation of the finite-element problem, namely the definition and 
-linearisation of the residual and their subsequent discretisation are quite 
+The derivation of the finite-element problem, namely the definition and
+linearisation of the residual and their subsequent discretisation are quite
 lengthy and involved. Thankfully, the classical approach adopted in this work is
-well documented and therefore does not need to be reproduced here. 
-We refer the reader to, among many other possible  texts, Holzapfel (2001) and 
-Wriggers (2008) for a detailed description of the approach applied in this work. 
-It amounts to a reduction and slight reworking of `step-44` (accounting for 
-the removal of the two additional fields used therein). We also refer the reader 
-to `step-44` for a brief overview of the continuum mechanics and kinematics 
+well documented and therefore does not need to be reproduced here.
+We refer the reader to, among many other possible  texts, Holzapfel (2001) and
+Wriggers (2008) for a detailed description of the approach applied in this work.
+It amounts to a reduction and slight reworking of `step-44` (accounting for
+the removal of the two additional fields used therein). We also refer the reader
+to `step-44` for a brief overview of the continuum mechanics and kinematics
 related to solid mechanics.
 
 ## Results
-These results were produced using the following material properties: 
-* Shear modulus is 422.5kPa 
+These results were produced using the following material properties:
+* Shear modulus is 422.5kPa
 * Poisson ratio is 0.3
 
-The 32x32x1 discretised reference geometry looks as follows: 
+The 32x32x1 discretised reference geometry looks as follows:
 
 ![Problem geometry](./doc/ref_grid.png)
 
@@ -87,7 +96,7 @@ And an example of the displaced solution is given in the next image.
 
 Below we briefly document the tip displacement as predicted for different
 discretisation levels and ansatz for the displacement field.
-A direct and, by visual inspection, favourable comparison of the following 
+A direct and, by visual inspection, favourable comparison of the following
 results can be made with those found in Miehe (1994).
 Since the material is compressible, shear-locking is not exhibited by the
 beam for low-order elements.

diff --git a/Quasi_static_Finite_strain_Quasi_incompressible_ViscoElasticity/README.md b/Quasi_static_Finite_strain_Quasi_incompressible_ViscoElasticity/README.md
index 50f6ec853902b866de1db28ccc986bc954ac75ef..6cd671ca34658533ab8410d9eadf201b2387835a 100644 (file)
--- a/Quasi_static_Finite_strain_Quasi_incompressible_ViscoElasticity/README.md
+++ b/Quasi_static_Finite_strain_Quasi_incompressible_ViscoElasticity/README.md
@@ -72,6 +72,15 @@ This program can be run in `2d` or `3d`; this choice can be made by making
 the appropriate changes in the `main()` function.
 
 
+## Reference for this work
+If you use this program as a basis for your own work, please consider citing it in your list of references.
+The initial version of this work was contributed to the deal.II project by the authors listed in the following citation:
+* J-P. V. Pelteret, The deal.II code gallery: Quasi-static Finite-Strain Quasi-incompressible Visco-elasticity, 2017. DOI: [10.5281/zenodo.437604](http://doi.org/10.5281/zenodo.437604) <img style="float: right;" src="https://zenodo.org/badge/DOI/10.5281/zenodo.437604.svg">
+
+### Acknowledgements
+The support of this work by the European Research Council (ERC) through the Advanced Grant 289049 MOCOPOLY is gratefully acknowledged by the author.
+
+
 ## Recommended Literature
 * C. Miehe (1994), Aspects of the formulation and finite element implementation of large strain isotropic elasticity. International Journal for Numerical Methods in Engineering 37 , 12, 1981-2004. DOI: [10.1002/nme.1620371202](http://doi.org/10.1002/nme.1620371202);
 * G.A. Holzapfel (2001), Nonlinear Solid Mechanics. A Continuum Approach for Engineering, John Wiley & Sons. ISBN: [978-0-471-82319-3](http://eu.wiley.com/WileyCDA/WileyTitle/productCd-0471823198.html);