Spectral elements with mass lumping allow for explicit time stepping and are therefore attractive for modelling seismic wave propagation. Their formulation on rectangular elements is straighforward, but for tetrahedra only elements up to degree 3 are known. To preserve accuracy after mass lumping, these elements require additional nodes that make them computationally more expensive. Here, we propose a new, less restrictive accuracy condition for the construction of these continuous mass-lumped elements. This enables us to construct several new tetrahedral elements. The new degree-2 and degree-3 elements require 15 and 32 nodes, while the existing ones have 23 and 50 nodes per element, respectively. We also developed degree-4 tetrahedral ele...
The finite-difference method is widely used for time-domain modelling of the wave equation because o...
We solve the three-dimensional acoustic wave equation, discretized on tetrahedral meshes. Two method...
The higher-order finite-element scheme with mass lumping for triangles and tetrahedra is an efficien...
We present a new accuracy condition for the construction of continuous mass-lumped elements. This co...
We present a new accuracy condition for the construction of continuous mass-lumped elements. This co...
When solving the wave equation with finite elements, mass lumping allows for explicit time stepping,...
Mass-lumped finite elements on tetrahedra offer more flexibility than their counterpart on hexahedra...
Mass-lumped continuous finite elements allow for explicit time stepping with the second-order wave e...
We consider isotropic elastic wave propagation with continuous mass-lumped finite elements on tetrah...
Finite elements with mass lumping allow for explicit time stepping when modelling wave propagation a...
Mass-lumped continuous finite elements provide accurate solutions of the second-order acoustic or el...
We present new and efficient quadrature rules for computing the stiffness matrices of mass-lumped te...
Abstract—Mass-lumped continuous finite elements allow for explicit time stepping with the second-ord...
The spreading adoption of computationally intensive techniques such as Reverse Time Migration and Fu...
In this dissertation, new and more efficient finite element methods for modelling seismic wave propa...
The finite-difference method is widely used for time-domain modelling of the wave equation because o...
We solve the three-dimensional acoustic wave equation, discretized on tetrahedral meshes. Two method...
The higher-order finite-element scheme with mass lumping for triangles and tetrahedra is an efficien...
We present a new accuracy condition for the construction of continuous mass-lumped elements. This co...
We present a new accuracy condition for the construction of continuous mass-lumped elements. This co...
When solving the wave equation with finite elements, mass lumping allows for explicit time stepping,...
Mass-lumped finite elements on tetrahedra offer more flexibility than their counterpart on hexahedra...
Mass-lumped continuous finite elements allow for explicit time stepping with the second-order wave e...
We consider isotropic elastic wave propagation with continuous mass-lumped finite elements on tetrah...
Finite elements with mass lumping allow for explicit time stepping when modelling wave propagation a...
Mass-lumped continuous finite elements provide accurate solutions of the second-order acoustic or el...
We present new and efficient quadrature rules for computing the stiffness matrices of mass-lumped te...
Abstract—Mass-lumped continuous finite elements allow for explicit time stepping with the second-ord...
The spreading adoption of computationally intensive techniques such as Reverse Time Migration and Fu...
In this dissertation, new and more efficient finite element methods for modelling seismic wave propa...
The finite-difference method is widely used for time-domain modelling of the wave equation because o...
We solve the three-dimensional acoustic wave equation, discretized on tetrahedral meshes. Two method...
The higher-order finite-element scheme with mass lumping for triangles and tetrahedra is an efficien...