PyLith Development Plans
Software development plans for PyLith
Version 1.7 (by June workshop)
GENERAL
- Output of solution at arbitrary points via interpolation of solution. done
- Add 2-D plane strain version of the Drucker-Prager elastoplastic rheology. done
- Add 2-D plane strain version of the power-law viscoelastic rheology. done
- Elastic pre-step option for time-dependent problems. Remove assumed elastic pre-step at time step 0. done
- Add —initialize_only property to Problem easy (0%)
Permit users to stop simulation before time stepping in order to diagnose parameter settings.
QUASI-STATIC
- Static Green’s functions for fault slip. done
DYNAMIC
- None
COMPUTATIONAL SCIENCE
- Switch to new Sieve implementation. expert (0%)
C implementation better integrated with !PETSc. Smaller memory usage. Facilitates multiphysics and higher order discretizations.
Version 1.8 (Fall or Winter 2012)
GENERAL
- Refactor initial fault tractions easy (5%)
Create Nucleation object with spatial and temporal perturbation of tractions from initial value.
QUASI-STATIC
- Create strain hardening/softening 2-D and 3-D Drucker-Prager elastoplastic models.
DYNAMIC
- Compute stable time step for explicit time integration easy (5%)
- Attenuation via generalized Maxwell model (bulk and shear relaxation) intermediate (50%)
COMPUTATIONAL SCIENCE
- Accelerate FE integrations using !GPUs difficult (25%)
Will provide significant speedup to simulations run by many users because most are running on desktop machines that have GPUs.
Candidate Features for Version 2.0 (Spring 2013)
MAJOR FEATURES
- Multiphysics
- Incompressible elasticity via a pressure field expert
- Elasticity + heat flow expert
- Elasticity + fluid flow expert
- Earthquake cycle modeling
- Same mesh for dynamic and quasi-static parts difficult
- Dynamic -> quasi-static
- Quasi-static -> dynamic
- Complete cycle
- Different meshes for dynamic and quasi-static parts expert
Requires interpolation of fields between different meshes/discretizations and may require extrapolation of solutions when quasi-static problems span a larger domain than the dynamic problems.
- Same mesh for dynamic and quasi-static parts difficult
- Use interpolated meshes (cells, faces, edges, vertices) to permit higher order basis functions expert
MINOR FEATURES
- Moment tensor point sources difficult
Moment tensor point sources provide a mesh independent deformation source that is better suited for Green’s function calculations than slip on a fault surface via cohesive cells.
- Time-step based on strain rate intermediate
- Pressure field for incompressible elasticity problems expert
- Use KD tree search algorithm to allow output of time histories at an arbitrary location difficult
- Combined prescribed slip / spontaneous rupture fault condition difficult
Use fault constitutive model to control slip on fault except during episodes of prescribed slip. Need some way to describe when to turn on/off prescribed slip.
- Use threading to accelerate integrations on multi-core machines. difficult