2010
DOI: 10.1016/j.jmps.2010.04.002
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Influence of local wrinkling on membrane behaviour: A new approach by the technique of slowly variable Fourier coefficients

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Cited by 38 publications
(38 citation statements)
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“…But at least two functions U 0 ðx; zÞ and U 1 ðx; zÞ are needed to describe nearly periodic patterns: U 0 ðx; zÞ can be identified to the mean value while U 1 ðx; zÞ represents the envelope or the amplitude of the spatial oscillations, see Fig. (2). These two harmonics of the Fourier series have been used to describe instability phenomena in beams on Winkler foundation [21], sandwich beams [31,32] and thin metal films [23,33,34], and rather good estimations in wrinkling patterns and critical loads have been observed.…”
Section: Macroscopic Modelmentioning
confidence: 99%
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“…But at least two functions U 0 ðx; zÞ and U 1 ðx; zÞ are needed to describe nearly periodic patterns: U 0 ðx; zÞ can be identified to the mean value while U 1 ðx; zÞ represents the envelope or the amplitude of the spatial oscillations, see Fig. (2). These two harmonics of the Fourier series have been used to describe instability phenomena in beams on Winkler foundation [21], sandwich beams [31,32] and thin metal films [23,33,34], and rather good estimations in wrinkling patterns and critical loads have been observed.…”
Section: Macroscopic Modelmentioning
confidence: 99%
“…Based on an efficient multiscale approach established by Damil and Potier-Ferry [20,21] that exploits such periodic nature and the effective CUF model of Yang http://dx.doi.org/10.1016/j.compstruct.2016. 10.062 0263-8223/Ó 2016 Elsevier Ltd. All rights reserved.…”
Section: Introductionmentioning
confidence: 99%
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“…Consequently, there is a need to develop theoretical and experimental methods for describing the instability phenomena that couples global and local wrinkling characteristics. A Fourier series method, which corresponds to the periodic and sinusoidal characteristics of wrinkles correctly, is able to account for instability phenomena, such as bending instabilities of circular tubes [22,23], buckling of sandwich structures [24] or of a Winkler foundation beam [25].…”
Section: Introductionmentioning
confidence: 99%