From 38064dbb9f7aa31dce0d021eaab07e22f6066eaa Mon Sep 17 00:00:00 2001 From: Wasim Niyaz Munshi Date: Fri, 6 Dec 2024 16:02:05 -0700 Subject: [PATCH] Minor changes to incorporate the feedback from reviewers --- Phase_field_fracture_model_in_3D/README.md | 5 ++--- 1 file changed, 2 insertions(+), 3 deletions(-) diff --git a/Phase_field_fracture_model_in_3D/README.md b/Phase_field_fracture_model_in_3D/README.md index 403c6f8..b2740ab 100644 --- a/Phase_field_fracture_model_in_3D/README.md +++ b/Phase_field_fracture_model_in_3D/README.md @@ -34,15 +34,14 @@ Here, $\boldsymbol{u}, d$ represent the displacement and damage(crack) fields, $ ## To run the Code After running `cmake .`, run `make release` or `make debug` to switch between `release` and `debug`mode. Compile using `make`. Run the executable by using `make run` on the command line. - +Run the executable on 'n' processes using 'mpirun -np $n$ ./phase_field'. For example 'mpirun -np 40 ./phase_field' runs the program on 40 processes. ## Numerical example The program currently models fracture propagation in a 3-layered material subjected to equibiaxial loading along $+x$ and $+y$ directions. The problem setup is shown in the following picture: ![Setup](./doc/polyhedral_setup.png) Results are compared for two different initial meshes, the finer $80\times80\times40$ mesh and the coarser $20\times20\times10$ mesh. The following picture shows results for the fracture patterns and the load-displacement curves for the 2 meshes: ![Load displacement curves](./doc/load_displacement_curves.png) -An animation of how the crack system in this setup evolves can be found as `./doc/polyhedral_cracks.mp4` in the code gallery source directory (left: coarse mesh; right: fine mesh). - +An animation of how the crack system in this setup evolves can be found [here](./doc/polyhedral_cracks.mp4) (left: coarse mesh; right: fine mesh). ## References [1] -- 2.39.5