2017
DOI: 10.1016/j.cma.2016.12.032
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Finite strain FFT-based non-linear solvers made simple

Abstract: Computational micromechanics and homogenization require the solution of the mechanical equilibrium of a periodic cell that comprises a (generally complex) microstructure. Techniques that apply the Fast Fourier Transform have attracted much attention as they outperform other methods in terms of speed and memory footprint. Moreover, the Fast Fourier Transform is a natural companion of pixel-based digital images which often serve as input. In its original form, one of the biggest challenges for the method is the … Show more

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Cited by 111 publications
(128 citation statements)
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References 35 publications
(102 reference statements)
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“…A comparison of different FFT formulations and solution approaches in a crystal plasticity constitutive framework [4] was presented in [5]. Recently, an FEM perspective on an FFT based spectral formulation for small strain non-linear material behaviour was given in [6] and its extension to a finite strain setting was presented in [7]. Alongside such improvements, much effort has gone into making the method suitable for various applications.…”
Section: Introductionmentioning
confidence: 99%
“…A comparison of different FFT formulations and solution approaches in a crystal plasticity constitutive framework [4] was presented in [5]. Recently, an FEM perspective on an FFT based spectral formulation for small strain non-linear material behaviour was given in [6] and its extension to a finite strain setting was presented in [7]. Alongside such improvements, much effort has gone into making the method suitable for various applications.…”
Section: Introductionmentioning
confidence: 99%
“…The RVE contains four particles occupying a volume fraction of 0.2, and the domain is discretized using 64 3 voxels (Figure A). The matrix and particle mechanical behavior follows a Saint Venant‐Kirchhoff hyperelastic model, following the works of Kabel et al and de Geus et al The matrix properties are μ = 28 Pa and k = 46.67 Pa (shear and bulk modulus), and the particles are one order of magnitude stiffer (both moduli are 10 times larger than the matrix ones). The uniaxial tensile test reaches an elongation of λend=LL0=0.2, with L and L 0 being the target and the initial cell length in the loading direction and the other two directions being unconstrained.…”
Section: Resultsmentioning
confidence: 99%
“…The test functions are virtual deformation gradients premultiplied by a projection operator to enforce their compatibility. After some algebraic work, the discrete form of the linear momentum balance can be written as scriptG()boldPfalse(boldF,bold-italicαfalse)=bold0, where P is the first Piola‐Kirchhoff stress, F is the deformation gradient field, α are a set of internal variables defining the history, and scriptG is a linear map that acts on a voxel tensor field P defined in double-struckR9.1emnx.1emny.1emnz to create a new voxel tensor field defined in the same space. The linear map corresponds to a convolution in the real space that is computed as scriptF1{}truedouble-struckG^:scriptF{}boldPfalse(boldF,bold-italicαfalse)=bold0, where scriptF and scriptF1 are the discrete Fourier transform and its inverse and truedouble-struckG^ is the projection operator in the Fourier space (fourth‐order tensor field).…”
Section: Algorithm For Stress and Mixed Control In Galerkin ‐ Based Fftmentioning
confidence: 99%
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“…23,27,28 The collocation-based discretization approach typically used for spectral solvers leads to oscillations in the vicinity of strain or stress jumps that are caused by Gibbs phenomenon. Since these oscillations might introduce significant numerical artifacts in the case of brittle damage modeling and a finite element-based spectral discretization 29,30 is not available within DAMASK, a hybrid finite element-spectral approach is used for the presented study.…”
Section: Numerical Solvermentioning
confidence: 99%