Three‐dimensional dynamic rupture simulation with a high‐order discontinuous Galerkin method on unstructured tetrahedral meshes
Author(s) -
Pelties Christian,
Puente Josep,
Ampuero JeanPaul,
Brietzke Gilbert B.,
Käser Martin
Publication year - 2012
Publication title -
journal of geophysical research: solid earth
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.67
H-Index - 298
eISSN - 2156-2202
pISSN - 0148-0227
DOI - 10.1029/2011jb008857
Subject(s) - discontinuous galerkin method , spurious relationship , discretization , polygon mesh , computer science , geodetic datum , earthquake rupture , mathematics , algorithm , finite element method , geology , fault (geology) , seismology , mathematical analysis , structural engineering , geodesy , engineering , computer graphics (images) , machine learning
Accurate and efficient numerical methods to simulate dynamic earthquake rupture and wave propagation in complex media and complex fault geometries are needed to address fundamental questions in earthquake dynamics, to integrate seismic and geodetic data into emerging approaches for dynamic source inversion, and to generate realistic physics‐based earthquake scenarios for hazard assessment. Modeling of spontaneous earthquake rupture and seismic wave propagation by a high‐order discontinuous Galerkin (DG) method combined with an arbitrarily high‐order derivatives (ADER) time integration method was introduced in two dimensions by de la Puente et al. (2009). The ADER‐DG method enables high accuracy in space and time and discretization by unstructured meshes. Here we extend this method to three‐dimensional dynamic rupture problems. The high geometrical flexibility provided by the usage of tetrahedral elements and the lack of spurious mesh reflections in the ADER‐DG method allows the refinement of the mesh close to the fault to model the rupture dynamics adequately while concentrating computational resources only where needed. Moreover, ADER‐DG does not generate spurious high‐frequency perturbations on the fault and hence does not require artificial Kelvin‐Voigt damping. We verify our three‐dimensional implementation by comparing results of the SCEC TPV3 test problem with two well‐established numerical methods, finite differences, and spectral boundary integral. Furthermore, a convergence study is presented to demonstrate the systematic consistency of the method. To illustrate the capabilities of the high‐order accurate ADER‐DG scheme on unstructured meshes, we simulate an earthquake scenario, inspired by the 1992 Landers earthquake, that includes curved faults, fault branches, and surface topography.
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