home.md

@@ -7,7 +7,7 @@ damageinfo.dat is read by DamageInfoParser.h
 ## initial control:
 
 | **command**|  **description**|
-|:---------------------------------|:-------------------------------|
+|:------------------------------------------------|:-------------------------------|
 | initial_defect_width = 0.2                   | here, the initial defect will be  **0.2**  times the characteristic length `lc` of the material.       |
 | restart_file = ls_control_timestep_0730.bin  | (no warranty on restart procedure)   |
 
@@ -19,7 +19,7 @@ damageinfo.dat is read by DamageInfoParser.h
 ## job control :
 
 | **command**|  **description**|
-|:---------------------------------|:-------------------------------|
+|:------------------------------------------------|:-------------------------------|
 | main_debug = 0 | **1** for verbose prints, else **0**  | 
 | max_number_iterations = 200                         | maximum number of iteration for crack propagation.| 
 | maximum_elastic_nl_iteration = 20                   | maximum number of iteration for Newton-Raphson solver. | 
@@ -43,7 +43,7 @@ damageinfo.dat is read by DamageInfoParser.h
 ## physical caracteristique:
 
 | **command**|  **description**|
-|:---------------------------------|:-------------------------------|
+|:------------------------------------------------|:-------------------------------|
 | lc = 0.01   | Characteristic length `lc` of the material | 
 | Yc = 100    | Characteristic Yield `Yc` of the material  | 
 | YPCoef = 0. | Generally **0**, except for Cohesive Zone Model equivalence where it is   ???| 
@@ -54,10 +54,10 @@ See article **Fig. 3** in **Comparison between thick level set (TLS) and cohesiv
 Nicolas Moës and Claude Stolz, **Advanced Modeling and Simulation in Engineering Sciences**, 2015, pp 2:18,
 DOI: 10.1186/s40323-015-0041-9
 
-[[https://https://static-content.springer.com/image/art%3A10.1186%2Fs40323-015-0041-9/MediaObjects/40323_2015_41_Fig3_HTML.gif]]
+[[https://static-content.springer.com/image/art%3A10.1186%2Fs40323-015-0041-9/MediaObjects/40323_2015_41_Fig3_HTML.gif]]
 
 | **command**|  **description**|
-|:---------------------------------|:-------------------------------|
+|:------------------------------------------------|:-------------------------------|
 | hardeningCZM = 1    |  **1**: use Cohesive Zone Model equivalence | 
 | CZM_wf = 7.80e-5    | *wf* maximun opening value (stress is 0).   | 
 | CZM_w1 = 3.00e-5    | *w1* opening value.  | 
@@ -70,7 +70,7 @@ DOI: 10.1186/s40323-015-0041-9
 ## numerical methode control:
 
 | **command**|  **description**|
-|:---------------------------------|:-------------------------------|
+|:------------------------------------------------|:-------------------------------|
 | polynomial_order = 2          | **2** (but, level set order is 1) | 
 | space_type = 1                | ... | 
 | use_enrichment = 5            | **5** to use Heavyside function enrichment of the crack, else **3** | 
@@ -83,7 +83,7 @@ DOI: 10.1186/s40323-015-0041-9
 ## geometric representation of the tls
 
 | **command**|  **description**|
-|:---------------------------------|:-------------------------------|
+|:------------------------------------------------|:-------------------------------|
 | tls_geom_interface = 2 | **2** for Double Cut to use with `use_enrichment` equal to **5** or **0** , **0** for Simple Cut to use with `use_enrichment` equal to **3** or **0** (**1** for experimental double cut implemented by Nicolas Chevaugeon for 2D problems). | 
 
 
@@ -96,7 +96,7 @@ DOI: 10.1186/s40323-015-0041-9
 damage front (level set) displacement control
 
 | **command**|  **description**|
-|:---------------------------------|:-------------------------------|
+|:------------------------------------------------|:-------------------------------|
 | front_advance_algo = 3 | generally **3**, except for Cohesive Zone Model equivalence where it is **4**. | 
 | k_max = 100.           | maximum value of `kmax`.   | 
 | power_law_coef = 100.  | initial value of `kmax`, which may evolve during the TLS process but will be limited by `k_max`(above). Small value induices a global expansion of the damage zone (level set displacment), big value induices propagation arround th process zone (crack tip). Must be big compared to `lc`. See P-E **A level set based model for damage growth: The thick level set approach**, N. Moës, C. Stolz, P.-E. Bernard, N. Chevaugeon, **International Journal For Numerical Methods in Engineering**, 86,pp 358–380, 2011 | 
@@ -109,7 +109,7 @@ damage front (level set) displacement control
 ## damage law control:
 
 | **command**|  **description**|
-|:---------------------------------|:-------------------------------|
+|:------------------------------------------------|:-------------------------------|
 | damage_shape = Poly3 | the shape of the function Phi(d). Generally   `Poly3 ` except for Cohesive Zone Model equivalence where it is `Poly2revert`.| 
 | hcoef = 0.           | coefficient before `alpha_i` variables of the asymmetric traction/compression behavior of the material : **0** means that asymmetric is taken into account, **1** means that the material is symmetric (standard elasticity). Generally **0** or **1** but can be fixed numerically in [0,1]. | 
 | penalty_coef = 1.    |  involved in the computation of the field averaging (see Eq.9.a in the paper of A. Salzman 2016). | 
@@ -124,7 +124,7 @@ damage front (level set) displacement control
 Only used withDamageTestContext <DamageTestOctree> template parameter.
 
 | **command**|  **description**|
-|:---------------------------------|:-------------------------------|
+|:------------------------------------------------|:-------------------------------|
 | band_width_octree = 1.5      | ratio of `lc`. Distance arround the damage level set where the mesh is fine. | 
 | band_width_geo = 1.          | default value is **1** | 
 | band_width_fr = 0.25         | ratio of `lc`. Define mesh refinement where boundary conditions are applied. | 
@@ -136,7 +136,7 @@ Only used withDamageTestContext <DamageTestOctree> template parameter.
 ## search for initiation control:
 
 | **command**|  **description**|
-|:---------------------------------|:-------------------------------|
+|:------------------------------------------------|:-------------------------------|
 | search_for_initiations = -10000             | when smaller than **0**, initation zone is automatically computed at the beginning of the job. When greater than **0** the initiation zone is evaluated every `search_for_initiations` iterations.    | 
 | start_with_search_for_initiations = 1       | **1**: start the job with a virgin part and  `search_for_initiations` must be less than **0**. **0**: the initiation zone is defined by the level set given in the main file.  | 
 | sphere_radius_search_for_initiations = 0.03 | ratio of `lc` for level set initiation.  |
@@ -148,7 +148,7 @@ Only used withDamageTestContext <DamageTestOctree> template parameter.
 ## export control:
 
 | **command**|  **description**|
-|:---------------------------------|:-------------------------------|
+|:------------------------------------------------|:-------------------------------|
 | full_elastic_out = 0             | **0**: export mesh without the full-damaged zone (**d=1**). **1**: the zone where **d=1** is meshed for output. | 
 | load_factor_out = 1              | **1**: fields are ouput by taken into account the load factor. **0** fields are output for the load given in the **main.dat** file | 
 | output_name = output             | ... |