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A dynamic variational multiscale method for viscoelasticity using linear tetrahedral elements
Author(s) -
Zeng Xianyi,
Scovazzi Guglielmo,
Abboud Nabil,
Colomés Oriol,
Rossi Simone
Publication year - 2017
Publication title -
international journal for numerical methods in engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.421
H-Index - 168
eISSN - 1097-0207
pISSN - 0029-5981
DOI - 10.1002/nme.5591
Subject(s) - finite element method , viscoelasticity , spurious relationship , compressibility , constitutive equation , robustness (evolution) , piecewise linear function , mathematics , piecewise , dissipation , mathematical analysis , mechanics , physics , biochemistry , statistics , chemistry , gene , thermodynamics
Summary In this article, we develop a dynamic version of the variational multiscale (D‐VMS) stabilization for nearly/fully incompressible solid dynamics simulations of viscoelastic materials. The constitutive models considered here are based on Prony series expansions, which are rather common in the practice of finite element simulations, especially in industrial/commercial applications. Our method is based on a mixed formulation, in which the momentum equation is complemented by a pressure equation in rate form. The unknown pressure, displacement, and velocity are approximated with piecewise linear, continuous finite element functions. To prevent spurious oscillations, the pressure equation is augmented with a stabilization operator specifically designed for viscoelastic problems, in that it depends on the viscoelastic dissipation. We demonstrate the robustness, stability, and accuracy properties of the proposed method with extensive numerical tests in the case of linear and finite deformations.