Simulation of non-linear structural elastodynamic and impact problems using minimum energy and simultaneous diagonalization high-order bases

We present the application of simultaneous diagonalization and minimum energy (SDME) high-order finite element modal bases for simulation of transient non-linear elastodynamic problem, including impact cases with neo-hookean hyperelastic materials. The bases are constructed using procedures for simu...

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Veröffentlicht in:	arXiv.org 2021-04
Hauptverfasser:	Dias, A P C, Suzuki, J L, Valente, G L, Bittencourt, M L
Format:	Artikel
Sprache:	eng
Schlagworte:	Computing time Conjugates Elastodynamics Finite element method Iterative methods Polynomials Time integration
Online-Zugang:	Volltext
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