1993
DOI: 10.1007/bf00380256
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Homogenization of nonlinearly elastic materials, microscopic bifurcation and macroscopic loss of rank-one convexity

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Cited by 317 publications
(335 citation statements)
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“…In this sense, we can say that Theorem 3.2.9 is a F-convergence-type result. On the link between F-convergence and Bloch waves, related results have been obtained in [17].…”
Section: G~(2)(sj) --- Gk(2)(sj) In [L2(f~)nl K~ Strongly As S ~ Omentioning
confidence: 87%
See 1 more Smart Citation
“…In this sense, we can say that Theorem 3.2.9 is a F-convergence-type result. On the link between F-convergence and Bloch waves, related results have been obtained in [17].…”
Section: G~(2)(sj) --- Gk(2)(sj) In [L2(f~)nl K~ Strongly As S ~ Omentioning
confidence: 87%
“…Recall that for the isotropic case (i.e., A = eI) we were able to obtain an explicit formula for ~or(2) (see (17)). In order to describe Yf(2) forj + 0, let us denote by 0 < )~ < • • -__< )~.~ the eigenvalues, and by (e~)l _<,, < u the corresponding eigenvectors of the Bloch-homogenized matrix A t. The spectral family :~:(2) (for j 4= 0) is defined by…”
Section: Denotes That Of S K Then For Any (St)o =< T _< K-1 ~ [L2(~mentioning
confidence: 99%
“…In particular, W T and W AB are strongly elliptic as the sum of a strongly elliptic function on M 3 + (W AB andW T , respectively) and of an elliptic function (the Helmholtz energy density, which is polyconvex and hence elliptic). The strong ellipticity of W V is a much more delicate question, since strong ellipticity can be lost by homogenization in nonlinear elasticity (see in particular the very inspiring contribution of Geymonat, Müller, and Triantafyllidis in [13]). Provided some technical assumptions (which are supported by numerical simulations) and using the specific structure ofW c , the first author has shown in [14] that W V is strongly elliptic on M 3…”
Section: Remarkmentioning
confidence: 99%
“…for more details on multiscale modeling of failure, damage, and crack propagation and Refs. [430] and [447][448][449][450][451][452][453][454][455][456] for background on modeling instability phenomena such as buckling in the context of multiscale modeling.…”
Section: Beyond Purely Elastic Problemsmentioning
confidence: 99%