From: Wolfgang Bangerth Date: Sun, 12 Jun 2016 23:17:36 +0000 (-0500) Subject: Update readme.md. X-Git-Url: https://gitweb.dealii.org/cgi-bin/gitweb.cgi?a=commitdiff_plain;h=refs%2Fpull%2F51%2Fhead;p=code-gallery.git Update readme.md. --- diff --git a/goal_oriented_elastoplasticity/readme.md b/goal_oriented_elastoplasticity/readme.md index 488d015..1e28c83 100644 --- a/goal_oriented_elastoplasticity/readme.md +++ b/goal_oriented_elastoplasticity/readme.md @@ -12,3 +12,92 @@ The applied methodology and the solved numerical examples can be found in the fo > Adaptivity in 3d Elastoplasticity Problems". > International Journal of Fracture. Accepted. 2016. + +### Running the code + +The code contains several examples consisting of the three examples presented in the aforementioned paper. To run each of them you can switch to them, e.g. +``` +git checkout Thick_tube_internal_pressure + +git checkout Perforated_strip_displacement_3d + +git checkout Cantiliver_II_beam_3d +``` + +Then by compiling it using the following commands +``` +cmake -DDEAL_II_DIR=/path/to/deal.II . +make +``` +you can run it by typing +``` +./elastoplastic Thick_tube_internal_pressure.prm +``` +or +``` +./elastoplastic Perforated_strip_displacement_3d.prm +``` +or +``` +./elastoplastic Cantiliver_II_beam_3d.prm +``` + +The three named input files are already in the current directory, and +have the following options: +``` +set polynomial degree [defines the polynomial order of + the (primal) problem] + +set number of initial refinements [defines how many times the mesh + is globally refined to construct + the initial mesh] + +set refinement strategy [can be chosen as global for + global refinement or percentage + in order to mesh adaptation with + the assumption of refinement of + 30% of the elements with higher + errors and coarsening of 3% of + element with the least errors + (these percentages can be + changed inside the code)] + +set error estimation strategy [can be set kelly_error or + residual_error or + weighted_residual_error to apply + different error estimation + methods (see the paper for more + information)] + +set maximum relative error [set a criterion value for + perfoming the mesh adaptivity] + +set output directory [determine a directory to save + the output results] + +set transfer solution [by assuming true, the solution + variables at each step are + transferred to the next + load/displacement step] + +set base mesh [determines the problem: + Timoshenko beam / + Thick_tube_internal_pressure / + Perforated_strip_tension / + Cantiliver_beam_3d] + +set elasticity modulus + +set Poissons ratio + +set yield stress + +set isotropic hardening parameter + +set show stresses [by setting true or false, + determines if the stress results + be saved or not (to save the + analysis time, we can set it as + false when we do not need to + illustrate them)] +```