2006
DOI: 10.1007/s10778-006-0136-6
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Two-dimensional buckling problem for a composite reinforced with a periodic row of collinear short fibers

Abstract: A solution is found to the two-dimensional buckling problem for a composite material reinforced with a periodic row of collinear short fibers and compressed along the fibers. The problem formulation is based on the piecewise-homogeneous model and the three-dimensional theory of stability of deformable bodies. The dependence of the critical strain and buckling mode on the fiber spacing is studied for various material and geometrical characteristics of the composite components Keywords: composite material, short… Show more

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Cited by 12 publications
(8 citation statements)
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“…It is obvious that the compressive strain at infinity in the matrix calculated using the short-fiber model would be much higher than in the fiber because the fiber is much stiffer than the matrix. In [2][3][4], where the short-fiber model was used to analyze the instability of composites, the following critical compressive strain at infinity in the matrix was used:…”
mentioning
confidence: 99%
“…It is obvious that the compressive strain at infinity in the matrix calculated using the short-fiber model would be much higher than in the fiber because the fiber is much stiffer than the matrix. In [2][3][4], where the short-fiber model was used to analyze the instability of composites, the following critical compressive strain at infinity in the matrix was used:…”
mentioning
confidence: 99%
“…This study may be considered a continuation of the studies [11] for unidirectional fibrous composites reinforced with a periodic row of collinear short fibers. Emphasis will be on the interaction of short fibers in the matrix during loss of stability, depending on the distance between these fibers.…”
mentioning
confidence: 80%
“…Analytical and numerical treatments of such systems were published already 30 years ago, see, e.g., [15]. With the upcoming of composites reinforced by collinear short fibres or whiskers the solution of the stability problem of those reinforcements has obtained a revival within the last decade, see, e.g., the papers by Dekret [3], [5], [4], and Guz and Dekret [9] as well as the literature cited in these papers. It is interesting to note that the problem of magnetic buckling as it occurs due to phase transformations in micromagnetic dots, see [17], can be seen as a special case of the more general situations considered here.…”
Section: Introductionmentioning
confidence: 99%