From 5682d82bca502a63a4b754532d9975219f8bf188 Mon Sep 17 00:00:00 2001 From: Jeremy Bleyer Date: Tue, 12 Jun 2018 16:22:21 +0200 Subject: [PATCH] Added citation instructions --- abstract.pdf | Bin 0 -> 35613 bytes .../axisymmetric_elasticity.doctree | Bin 526913 -> 526913 bytes doc/_build/doctrees/environment.pickle | Bin 59199 -> 59083 bytes doc/_build/doctrees/intro.doctree | Bin 12396 -> 13785 bytes .../_downloads/axisymmetric_elasticity.ipynb | 12 ++++++------ .../_downloads/axisymmetric_elasticity.py | 12 ++++++------ .../axisymmetric_elasticity.ipynb.txt | 12 ++++++------ doc/_build/html/_sources/intro.rst.txt | 12 ++++++++++++ .../elasticity/axisymmetric_elasticity.html | 12 ++++++------ doc/_build/html/intro.html | 16 ++++++++++++++-- doc/_build/html/searchindex.js | 2 +- doc/intro.rst | 12 ++++++++++++ 12 files changed, 63 insertions(+), 27 deletions(-) create mode 100644 abstract.pdf diff --git a/abstract.pdf b/abstract.pdf new file mode 100644 index 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zs1jD%&-Q@`&m%!`^ay!^Uut)T_M#Q}Wt5@!Ivu1E>| z7cC9orwAz{Z;}dfk+?_?nL **Note**: we could also express the strain components in the form of a vector of size 4 in alternative of the 3D tensor representation implemented below. -# In[43]: +# In[52]: x = SpatialCoordinate(mesh) @@ -104,7 +104,7 @@ def sigma(v): # # The final formulation is therefore pretty straightforward. Since a uniform pressure loading is applied on the outer boundary, we will also need the exterior normal vector to define the work of external forces form. -# In[44]: +# In[53]: n = FacetNormal(mesh) @@ -125,7 +125,7 @@ u = Function(V, name="Displacement") # \quad u_z=0 # \end{equation} -# In[45]: +# In[54]: bcs = [DirichletBC(V.sub(1), Constant(0), facets, 1), @@ -135,7 +135,7 @@ print("Inwards radial displacement at (r=Re, theta=0): {:1.7f} (FE) {:1.7f} (Exa print("Inwards radial displacement at (r=Ri, theta=0): {:1.7f} (FE) {:1.7f} (Exact)".format(-u(Ri, 0.)[0], float(Re**3/(Re**3-Ri**3)*((1-2*nu)*Ri+(1+nu)*Ri/2)*p/E))) -# In[46]: +# In[55]: plt.figure() @@ -145,7 +145,7 @@ plt.show() # The second loading case corresponds to a fully clamped condition on $z=0$, the vertical boundary remaining in smooth contact. -# In[48]: +# In[56]: bcs = [DirichletBC(V, Constant((0., 0.)), facets, 1), diff --git a/doc/_build/html/_sources/demo/elasticity/axisymmetric_elasticity.ipynb.txt b/doc/_build/html/_sources/demo/elasticity/axisymmetric_elasticity.ipynb.txt index 09b9f9e..45745e4 100644 --- a/doc/_build/html/_sources/demo/elasticity/axisymmetric_elasticity.ipynb.txt +++ b/doc/_build/html/_sources/demo/elasticity/axisymmetric_elasticity.ipynb.txt @@ -24,7 +24,7 @@ }, { "cell_type": "code", - "execution_count": 50, + "execution_count": 51, "metadata": {}, "outputs": [ { @@ -879,7 +879,7 @@ }, { "cell_type": "code", - "execution_count": 43, + "execution_count": 52, "metadata": {}, "outputs": [], "source": [ @@ -926,7 +926,7 @@ }, { "cell_type": "code", - "execution_count": 44, + "execution_count": 53, "metadata": {}, "outputs": [], "source": [ @@ -955,7 +955,7 @@ }, { "cell_type": "code", - "execution_count": 45, + "execution_count": 54, "metadata": {}, "outputs": [ { @@ -979,7 +979,7 @@ }, { "cell_type": "code", - "execution_count": 46, + "execution_count": 55, "metadata": {}, "outputs": [ { @@ -1787,7 +1787,7 @@ }, { "cell_type": "code", - "execution_count": 48, + "execution_count": 56, "metadata": {}, "outputs": [ { diff --git a/doc/_build/html/_sources/intro.rst.txt b/doc/_build/html/_sources/intro.rst.txt index 2e9e5f9..362f765 100644 --- a/doc/_build/html/_sources/intro.rst.txt +++ b/doc/_build/html/_sources/intro.rst.txt @@ -22,6 +22,18 @@ illustrating the versatility of FEniCS. The full set of demos can be obtained from the *COmputational MEchanics Toolbox* (COMET) available at https://gitlab.enpc.fr/jeremy.bleyer/comet-fenics. +If you find these demos useful for your research work, please consider citing them using the following +Zenodo DOI https://doi.org/10.5281/zenodo.1287832 + +.. code-block:: none + + @article{bleyer2018numericaltours, + title={Numerical Tours of Computational Mechanics with FEniCS}, + DOI={10.5281/zenodo.1287832}, + publisher={Zenodo}, + author={Jeremy Bleyer}, + year={2018}} + ----------------------- How do I get started ? diff --git a/doc/_build/html/demo/elasticity/axisymmetric_elasticity.html b/doc/_build/html/demo/elasticity/axisymmetric_elasticity.html index 105a23a..fd48282 100644 --- a/doc/_build/html/demo/elasticity/axisymmetric_elasticity.html +++ b/doc/_build/html/demo/elasticity/axisymmetric_elasticity.html @@ -243,7 +243,7 @@ symmetry, the 2D cross-section corresponds to a quarter of a hollow cylinder.

-In [50]:
+In [51]:
 
@@ -1090,7 +1090,7 @@ a vector of size 4 in alternative of the 3D tensor representation
 implemented below.
-In [43]:
+In [52]:
 
@@ -1148,7 +1148,7 @@ need the exterior normal vector to define the work of external forces
 form.

 

 
-In [44]:
+In [53]:
 

 

 
@@ -1175,7 +1175,7 @@ u_r(r) = -\dfrac{R_e^3}{R_e^3-R_i^3}\left((1 − 2\nu)r + (1 + \nu)\dfrac{R_i^3}
 \quad u_z=0
 \end{equation}

 
-In [45]:
+In [54]:
 

 

 
@@ -1200,7 +1200,7 @@ Inwards radial displacement at (r=Ri, theta=0): 0.0020879 (FE) 0.0020894 (Exact)
 

 

 
-In [46]:
+In [55]:
 

 

 
@@ -1996,7 +1996,7 @@ if (IPython.notebook.kernel != null) {
 \(z=0\), the vertical boundary remaining in smooth contact.

 

 
-In [48]:
+In [56]:
 

 

 
diff --git a/doc/_build/html/intro.html b/doc/_build/html/intro.html
index c899ad1..3902b8d 100644
--- a/doc/_build/html/intro.html
+++ b/doc/_build/html/intro.html
@@ -64,6 +64,16 @@ getting started with FEniCS using solid mechanics examples.

 illustrating the versatility of FEniCS.

 
The full set of demos can be obtained from the COmputational MEchanics Toolbox (COMET) available at
 https://gitlab.enpc.fr/jeremy.bleyer/comet-fenics.

+
If you find these demos useful for your research work, please consider citing them using the following
+Zenodo DOI https://doi.org/10.5281/zenodo.1287832

+
@article{bleyer2018numericaltours,
+title={Numerical Tours of Computational Mechanics with FEniCS},
+DOI={10.5281/zenodo.1287832},
+publisher={Zenodo},
+author={Jeremy Bleyer},
+year={2018}}
+

+

 

 

 
How do I get started ?

@@ -107,12 +117,14 @@ a joint research unit of Linear problems in solid mechanics
 
 
  • Homogenization of heterogeneous materials
 
    • 
 
  • Nonlinear problems in solid mechanics
      
diff --git a/doc/_build/html/searchindex.js b/doc/_build/html/searchindex.js
index ecb7a6f..0c47484 100644
--- a/doc/_build/html/searchindex.js
+++ b/doc/_build/html/searchindex.js
@@ -1 +1 @@
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analysis of a 2D von Mises material","Cohesive zone modelling of crack propagation","2D linear elasticity","Axisymmetric formulation for elastic structures of revolution","Orthotropic linear elasticity","Modal analysis of an elastic structure","Periodic homogenization of linear elastic materials","Reissner-Mindlin plates","Reissner-Mindlin plate with a Discontinuous-Galerkin approach","Reissner-Mindlin plate with Quadrilaterals","Linear thermoelasticity (weak coupling)","Thermo-elastic evolution problem (full coupling)","Homogenization of heterogeneous materials","Welcome to Numerical tours of Computational Mechanics using FEniCS","Introduction","Linear problems in solid mechanics","Nonlinear problems in solid mechanics","Tips and 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2,3,6],variat:[0,4,5,8,10],varieti:14,variou:0,vector:[0,1,2,3,4,5,6,9],vectorel:[0,8,9,11],vectorfunctionspac:[0,1,2,3,4,5,6,10],vectori:[2,4],veri:6,verifi:[0,6,11],versatil:14,version:[0,6,11,14],vertic:[3,4,6,10],virtual:[2,3,11],vizualis:2,voigt2stress:[4,8,9],voigt:4,vol:6,volum:[6,11],volumetr:0,von:[13,16],vonmises_plast:0,vsig:2,vte:11,vtk:2,vtu:2,vue:11,w0e:[0,1],w_max:1,wai:2,wait:11,warn:0,weak:[5,11,13,15],websit:14,weight:[2,10],welcom:14,well:[0,4,5],were:9,what:[0,13],when:[0,6,10],where:[0,2,3,5,6,10,11],wherea:[0,3,8,10],which:[0,2,3,4,5,6,9,10,11],wide:[6,14],width:6,wint:10,wise:17,without:[0,8,10,11],work:[2,3,10,11,14],would:[0,6,11],write:[0,2,4,8,9,10],written:[4,14],www:[],xdmf:[0,2,5,8,9],xdmffile:[0,2,5,8,9],xlabel:[0,11],xlim:11,xml:[0,6],year:14,yield:[0,4],ylabel:[0,11],ylim:11,you:[6,14],young:[2,4,6],your:14,zenodo:14,zero:[0,1,6,8,11],zip:[0,6]},titles:["Elasto-plastic analysis of a 2D von Mises material","Cohesive zone modelling of crack propagation","2D linear elasticity","Axisymmetric formulation for elastic structures of revolution","Orthotropic linear elasticity","Modal analysis of an elastic structure","Periodic homogenization of linear elastic materials","Reissner-Mindlin plates","Reissner-Mindlin plate with a Discontinuous-Galerkin approach","Reissner-Mindlin plate with Quadrilaterals","Linear thermoelasticity (weak coupling)","Thermo-elastic evolution problem (full coupling)","Homogenization of heterogeneous materials","Welcome to Numerical tours of Computational Mechanics using FEniCS","Introduction","Linear problems in solid mechanics","Nonlinear problems in solid mechanics","Tips and Tricks"],titleterms:{about:14,analysi:[0,5],approach:8,author:14,axisymmetr:3,cohes:1,comput:13,constitut:[0,2,4],coupl:[10,11],crack:1,definit:3,discontinu:8,discret:11,displac:6,effici:17,elast:[2,3,4,5,6,11],elasto:0,evolut:11,fenic:13,fluctuat:6,formul:[2,3,6,11],framework:6,full:11,galerkin:8,get:14,global:0,heterogen:12,homogen:[6,12],how:14,implement:[5,8,9],introduct:[0,2,4,5,6,8,9,10,11,14],linear:[2,4,6,10,15],main:6,materi:[0,6,12],mecan:10,mechan:[13,15,16],mindlin:[7,8,9],mise:0,modal:5,model:1,newton:0,nonlinear:16,numer:13,orthotrop:4,period:6,plastic:0,plate:[7,8,9],posit:[0,3,4,10,11],post:[0,2],problem:[0,3,4,10,11,15,16],procedur:0,process:[0,2],project:17,propag:1,quadratur:17,quadrilater:9,raphson:0,refer:[0,8,11],reissner:[7,8,9],relat:[0,2,4],resolut:[2,3,4,6,10,11],revolut:3,solid:[15,16],space:17,start:14,strain:3,structur:[3,5],thermal:10,thermo:11,thermoelast:10,time:11,tip:17,total:6,tour:13,trick:17,unknown:6,updat:0,using:13,valid:2,variat:[2,6,11],von:0,weak:10,welcom:13,what:14,zone:1}})
\ No newline at end of file
diff --git a/doc/intro.rst b/doc/intro.rst
index 2e9e5f9..362f765 100644
--- a/doc/intro.rst
+++ b/doc/intro.rst
@@ -22,6 +22,18 @@ illustrating the versatility of FEniCS.
 The full set of demos can be obtained from the *COmputational MEchanics Toolbox* (COMET) available at
 https://gitlab.enpc.fr/jeremy.bleyer/comet-fenics.
 
+If you find these demos useful for your research work, please consider citing them using the following
+Zenodo DOI https://doi.org/10.5281/zenodo.1287832
+
+.. code-block:: none
+
+	@article{bleyer2018numericaltours, 
+	title={Numerical Tours of Computational Mechanics with FEniCS}, 
+	DOI={10.5281/zenodo.1287832}, 
+	publisher={Zenodo}, 
+	author={Jeremy Bleyer}, 
+	year={2018}}
+
 
 -----------------------
 How do I get started ? 
-- 
GitLab