Tetrahedral mesh generation based on node insertion in crystal lattice arrangements and advancing-front-Delaunay triangulation

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Three‐dimensional cohesive modeling of dynamic mixed‐mode fracture (2001, methodology): “The boundary surfaces and the interior of the specimens are meshed automatically by an advancing front method [70] using 10-node quadratic tetrahedra.”
Three‐dimensional adaptive meshing by subdivision and edge‐collapse in finite‐deformation dynamic–plasticity problems with application to adiabatic shear banding (2002, methodology): “In the calculations presently subsequently, the de3nition of the boundary, including the designation of global faces, edges and vertices, is part of the initial–boundary representation of the solid [43].”
Three‐dimensional finite‐element simulation of the dynamic Brazilian tests on concrete cylinders (2000, methodology): “All the surfaces and the interior of the specimen are meshed automatically by the advancing front method [75] using 10-node quadratic tetrahedra.”
A scalable 3D fracture and fragmentation algorithm based on a hybrid, discontinuous Galerkin, Cohesive Element Method (2011, methodology): “This can be efficiently accomplished in linear time on the total number of faces in the mesh by employing the WingedFace data structure (43) applied to the original partition mesh.”