1991
DOI: 10.1016/0020-7683(91)90116-w
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Effective models of composite periodic plates—I. Asymptotic solution

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Cited by 52 publications
(36 citation statements)
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“…Actually, when looking at the definition of strains in Equation (1.69), only the first derivatives of U 3 and Φ are involved. Having low-order interpolation is a serious advantage compared to "strain-gradient-like" approaches given in [7,21]. Now, let us recall that the derivation of the Bending-Gradient theory through asymptotic expansions was purely formal.…”
Section: Resultsmentioning
confidence: 99%
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“…Actually, when looking at the definition of strains in Equation (1.69), only the first derivatives of U 3 and Φ are involved. Having low-order interpolation is a serious advantage compared to "strain-gradient-like" approaches given in [7,21]. Now, let us recall that the derivation of the Bending-Gradient theory through asymptotic expansions was purely formal.…”
Section: Resultsmentioning
confidence: 99%
“…Now that the asymptotic expansion framework is set, we detail the explicit resolution which is classically performed (see [5,7] for instance). Basically it starts with the derivation of low order displacements which do not gerenate local strain but are related to purely macroscopic displacement fields.…”
Section: Explicit or Cascade Resolutionmentioning
confidence: 99%
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“…That is why in the recent literature these plates are described, in an approximate manner by certain averaged equations which have constant coefficients. To this end we can use a homogenization method [3]. In this contribution the tolerance averaging technique [4] of 2D -plate equations is applied.…”
Section: Introductionmentioning
confidence: 99%
“…Theorems on convergence of normalized elastic fields were proved in these papers under certain restrictions (we note at once that in subsequent publications ( [13], [21]- [26], and others) the restrictions on the geometric level were removed only in part). It should be underscored that, first, passing to the limit leads to a loss of information about the correct asymptotic behavior of the stresses and strains in a three-dimensional plate (see the comments in [15], [18], and also [13, § 6.2]) and, second, the method developed nevertheless does not enable us to derive a qualified error estimate for the two-dimensional model constructed.…”
mentioning
confidence: 99%