Bibtex references for steps-1,6,18

diff --git a/doc/doxygen/references.bib b/doc/doxygen/references.bib
index da2d3086ea19117a200810f74c990ae98872bcce..de548a5431ddae115fbe4ff714edb7f6ea4642ed 100644 (file)
--- a/doc/doxygen/references.bib
+++ b/doc/doxygen/references.bib
@@ -1,3 +1,35 @@
+%-------------------------------------------------------------------------------
+% Step 1
+%-------------------------------------------------------------------------------
+
+@article{Mu05,
+  author =  {Mo Mu},
+  title =   {{PDE.M}art: A Network-based Problem-solving Environment for {PDE}s},
+  journal = {ACM Trans. Math. Software.},
+  year =    2005,
+  volume =  31,
+  number =  4,
+  pages =   {508--531}
+} 
+
+%-------------------------------------------------------------------------------
+% Step 6
+%-------------------------------------------------------------------------------
+
+@article{Kel74,
+  author =  {R. Bruce Kellogg},
+  title =   {On the {P}oisson equation with intersecting interfaces},
+  journal = {Applicable Analysis},
+  year  =   1974,
+  volume =  4,
+  number =  2,
+  pages =   {101--129}
+}
+
+%-------------------------------------------------------------------------------
+% Step 14
+%-------------------------------------------------------------------------------
+
 @inproceedings{Ban00w,
   author =  {Wolfgang Bangerth},
   title =   {Mesh Adaptivity and Error Control for a Finite Element
@@ -5,11 +37,11 @@
   booktitle =   {Proceedings of the Fifth International Conference on Mathematical
                  and Numerical Aspects of Wave Propagation (Waves2000), Santiago
                  de Compostela, Spain, 2000},
-  pages =   {725--729},
   year =    2000,
   editor =  {Alfredo Berm\'udez and Dolores G\'omez and Christophe Hazard and
              Patrick Joly and Jean E. Roberts},
-  publisher =   {SIAM}
+  publisher =   {SIAM},
+  pages =   {725--729}
 }
 
 @phdthesis{Ban02,
@@ -184,3 +216,17 @@
   type =    {Dissertation},
   year =    1996
 }
+
+%-------------------------------------------------------------------------------
+% Step 18
+%-------------------------------------------------------------------------------
+
+@article{CTZ04,
+  author =  {Stéphane Commend and Andrzej Truty and Thomas Zimmermann},
+  title =   {Stabilized finite elements applied to elastoplasticity: I. Mixed displacement–pressure formulation},
+  journal = {Computer Methods in Applied Mechanics and Engineering},
+  year =    2004,
+  volume =  193,
+  number =  33,
+  pages =   {3559--3586}
+}

diff --git a/examples/step-1/doc/results.dox b/examples/step-1/doc/results.dox
index c2ce47ff7bb8d995e4be067f923137ce62664a4e..518493175c5bd3ea36847da0657f1e7391b1b7ed 100644 (file)
--- a/examples/step-1/doc/results.dox
+++ b/examples/step-1/doc/results.dox
@@ -28,9 +28,7 @@ refined the same number of times.
 
 (While the second mesh is entirely artificial and made-up, and
 certainly not very practical in applications, to everyone's surprise it
-has found its way into the literature: see the paper by M. Mu
-titled "PDE.MART: A network-based problem-solving environment", ACM
-Trans. Math. Software, vol. 31, pp. 508-531, 2005. Apparently it is
+has found its way into the literature: see @cite Mu05. Apparently it is
 good for some things at least.)
 
 

diff --git a/examples/step-18/doc/results.dox b/examples/step-18/doc/results.dox
index f1dcee42a82627a56660a16a86f4f17b0561b9ad..5aa35ffe48655fe05564c74f2632aa208b71124d 100644 (file)
--- a/examples/step-18/doc/results.dox
+++ b/examples/step-18/doc/results.dox
@@ -441,11 +441,7 @@ Without going into further details of this model, we refer to the excellent
 book by Simo and Hughes on “Computational Inelasticity” for a
 comprehensive overview of computational strategies for solving plastic
 models. Alternatively, a brief but concise description of an algorithm for
-plasticity is given in an article by S. Commend, A. Truty, and Th. Zimmermann,
-titled “Stabilized finite elements applied to
-elastoplasticity: I. Mixed displacement-pressure formulation”
-(Computer Methods in Applied Mechanics and Engineering, vol. 193,
-pp. 3559-3586, 2004).
+plasticity is given in @cite CTZ04.
 
 
 <h5>Stabilization issues</h5>

diff --git a/examples/step-6/doc/results.dox b/examples/step-6/doc/results.dox
index 9d4f1b327446cb30607959b2588dc94ea4b24f16..74716c1d517a5173ea65337cd10b428718c48e51 100644 (file)
--- a/examples/step-6/doc/results.dox
+++ b/examples/step-6/doc/results.dox
@@ -504,14 +504,13 @@ methods because the mesh will have to resolve the singularity that causes
 the solution to not be in $W^{1,\infty}$ any more.
 
 The typical example one uses for this is called the <i>Kellogg problem</i>
-(referring to the paper "On the Poisson equation with intersecting interfaces"
-by R. B. Kellogg, Applicable Analysis, vol. 4, pp. 101-129, 1974), which
-in the commonly used form has a coefficient $a(\mathbf x)$ that has different values
-in the four quadrants of the plane (or eight different values in the octants
-of ${\mathbb R}^3$). The exact degree of regularity (the $s$ in the
-index of the Sobolev space above) depends on the values of $a(\mathbf x)$ coming
-together at the origin, and by choosing the jumps large enough, the
-regularity of the solution can be made as close as desired to $H^1$.
+(referring to @cite Kel74), which in the commonly used form has a coefficient 
+$a(\mathbf x)$ that has different values in the four quadrants of the plane 
+(or eight different values in the octants of ${\mathbb R}^3$). The exact degree 
+of regularity (the $s$ in the index of the Sobolev space above) depends on the 
+values of $a(\mathbf x)$ coming together at the origin, and by choosing the 
+jumps large enough, the regularity of the solution can be made as close as 
+desired to $H^1$.
 
 To implement something like this, one could replace the coefficient
 function by the following (shown here only for the 2d case):