# Step 3: Shear Displacement and Tractions % Meatadata extracted from parameter files ```{include} step03_sheardisptract-synopsis.md ``` ## Simulation parameters In Step 3 we replace the Dirichlet (displacement) boundary conditions on the +y and -y boundaries with equivalent Neumann (traction) boundary conditions. In order to maintain symmetry and prevent rigid body motion, we constrain both the x and y displacements on the +x and -x boundaries. The solution matches that in Step 2. {numref}`fig:example:box:3d:step03:diagram` shows the boundary conditions on the domain. The parameters specific to this example are in `step03_sheardisptract.cfg`. :::{figure-md} fig:example:box:3d:step03:diagram Boundary conditions for shear deformation. We constrain the x and y displacements on the +x and -x boundaries. We apply tangential (shear) tractions on the +y and -y boundaries. ::: The tractions are uniform on each of the two boundaries, so we use a `UniformDB`. In PyLith the direction of the horizontal tangential tractions in 3D are defined by the cross product of the +z direction and the outward normal on the boundary. On the +y boundary a positive tangential traction is in the -x direction, and on the -y boundary a positive tangential traction is in the +x direction. We want tractions in the opposite direction as shown by the arrows in {numref}`fig:example:box:2d:step03:diagram`, so we apply negative tangential tractions. ```{code-block} cfg --- caption: Specifying the boundary conditions for Step 3. We only show the detailed settings for the -x and -y boundaries. --- [pylithapp.problem] bc = [bc_xneg, bc_xpos, bc_yneg, bc_ypos, bc_zneg] bc.bc_xneg = pylith.bc.DirichletTimeDependent bc.bc_xpos = pylith.bc.DirichletTimeDependent bc.bc_yneg = pylith.bc.NeumannTimeDependent bc.bc_ypos = pylith.bc.NeumannTimeDependent bc.bc_zneg = pylith.bc.DirichletTimeDependent [pylithapp.problem.bc.bc_xneg] label = boundary_xneg label_value = 10 constrained_dof = [0, 1] db_auxiliary_field = spatialdata.spatialdb.SimpleDB db_auxiliary_field.description = Dirichlet BC -x edge db_auxiliary_field.iohandler.filename = sheardisp_bc_xneg.spatialdb db_auxiliary_field.query_type = linear [pylithapp.problem.bc.bc_yneg] label = boundary_yneg label_value = 12 db_auxiliary_field = spatialdata.spatialdb.UniformDB db_auxiliary_field.description = Neumann BC -y edge db_auxiliary_field.values = [initial_amplitude_tangential_1, initial_amplitude_tangential_2, initial_amplitude_normal] db_auxiliary_field.data = [-9.0*MPa, 0*MPa, 0*MPa] ``` ## Running the simulation ```{code-block} console --- caption: Run Step 3 simulation --- $ pylith step03_sheardisptract.cfg # The output should look something like the following. >> /software/unix/py39-venv/pylith-debug/lib/python3.9/site-packages/pylith/meshio/MeshIOObj.py:44:read -- meshiopetsc(info) -- Reading finite-element mesh >> /src/cig/pylith/libsrc/pylith/meshio/MeshIO.cc:94:void pylith::meshio::MeshIO::read(topology::Mesh *) -- meshiopetsc(info) -- Component 'reader': Domain bounding box: (-6000, 6000) (-6000, 6000) (-9000, 0) # -- many lines omitted -- >> /software/baagaard/py38-venv/pylith-debug/lib/python3.8/site-packages/pylith/problems/TimeDependent.py:139:run -- timedependent(info) -- Solving problem. 0 TS dt 0.01 time 0. 0 SNES Function norm 2.854246293576e-02 Linear solve converged due to CONVERGED_ATOL iterations 1 1 SNES Function norm 2.511862662012e-17 Nonlinear solve converged due to CONVERGED_FNORM_ABS iterations 1 1 TS dt 0.01 time 0.01 >> /software/baagaard/py38-venv/pylith-debug/lib/python3.8/site-packages/pylith/problems/Problem.py:201:finalize -- timedependent(info) -- Finalizing problem. ``` The output written to the terminal is nearly identical to what we saw for Step 2. The linear solve did require only 7 iteration to converge. ## Visualizing the results In {numref}`fig:example:box:3d:step03:solution` we use ParaView to visualize the x displacement field using the `viz/plot_dispwarp.py` Python script. As in Step 2 we override the default name of the simulation file with the name of the current simulation before running the `viz/plot_dispwarp.py` Python script. ```{code-block} python --- caption: Set the simulation in the ParaView Python Shell. --- >>> SIM = "step03_sheardisptract" ``` :::{figure-md} fig:example:box:3d:step03:solution Solution for Step 3. The colors indicate the magnitude of the displacement, and the deformation is exaggerated by a factor of 1000. Solution for Step 3. The colors of the shaded surface indicate the magnitude of the x displacement, and the deformation is exaggerated by a factor of 1000. The undeformed configuration is show by the gray wireframe. The solution matches the one from Step 2. :::