A stabilized nodally integrated tetrahedral

By Michael A. Puso, Jerome Solberg. 2006

222 citations recorded by the source corpus.

Subfields: Atomic and Molecular Physics, and Optics, Computational Mechanics, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/8ae41b57b171ac076d7ed234344b32de00304131

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In Atomic and Molecular Physics, and Optics

In Computational Mechanics

In Mechanics of Materials

Citations in the corpus

FEBio: finite elements for biomechanics. (2012, unknown): “For tetrahedral elements, a nodally integrated tetrahedron provides enhanced performance for finite deformation and near-incompressibility compared to the standard constant strain tetrahedron [26].”
A node-based smoothed finite element method with stabilized discrete shear gap technique for analysis of Reissner–Mindlin plates (2010, methodology): “[63], Puso and Solberg [65] and Gee et al.”
A stabilized assumed deformation gradient finite element formulation for strongly coupled poromechanical simulations at finite strain (2013, methodology): “Similar penalty energy-based stabilization approaches have been discussed in the content of meshless, nodal averaging and nodal deformation gradient methods in [35, 41, 42].”
Locking‐free continuum displacement finite elements with nodal integration (2008, methodology): “Recently, the technique described by Dohrmann et al. [11] has been further elaborated by Puso and Solberg [14] and Puso et al. [15].”
An n-sided polygonal smoothed finite element method (nSFEM) for solid mechanics (2007, unknown): “A stabilized nodally integrated linear tetrahedral was developed and shown to perform well in problems with nearly incompressible materials [10].”
A theoretical study on the smoothed FEM (S‐FEM) models: Properties, accuracy and convergence rates (2010, unknown): “For the NS-FEM-Q4 and the ES-FEM-T3, the energy error norm is evaluated based on Ns smoothing domains k and is defined by [4, 41] ‖ u− Ph ū‖E = ( Ns ∑ k=1 (r− r̄(k))TD−1(r− r̄)Ak )1/2 (88)”