2014
DOI: 10.1115/1.4027711
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Shear Deformation in Rectangular Auxetic Plates

Abstract: S h ear D efo rm atio n in R ectan g u lar A uxetic P latesSolids that exhibit negative Poisson's ratio are called auxetic materials. This paper examines the extent of transverse shear deformation with reference to bending deforma tion in simply supported auxetic plates as a ratio of Mindlin-to-Kirchhoff plate deflection for polygonal plates in general, with special emphasis on rectangular plates. Results for square plates show that the Mindlin plate deflection approximates the Kirchhoff plate deflection not o… Show more

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Cited by 17 publications
(2 citation statements)
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References 33 publications
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“…A number of studies have been dedicated to these structures. Particularly, investigations were made to study the bending [10,11], dynamic [12,13], and buckling behavior [13][14][15] of these structures. However, in these researches [10][11][12][13][14][15], the value of the negative Poisson's ratios (NPRs) for estimating the effect of auxetic feature on the mechanical behavior of a plate is based on an assumption.…”
Section: Introductionmentioning
confidence: 99%
“…A number of studies have been dedicated to these structures. Particularly, investigations were made to study the bending [10,11], dynamic [12,13], and buckling behavior [13][14][15] of these structures. However, in these researches [10][11][12][13][14][15], the value of the negative Poisson's ratios (NPRs) for estimating the effect of auxetic feature on the mechanical behavior of a plate is based on an assumption.…”
Section: Introductionmentioning
confidence: 99%
“…A number of these investigations that consider lateral deformation of auxetic plates typically adopt Classical Plate Theory (CPT), which neglects the effect of shear deformation. Recently the First-order Shear Deformation Theory (FSDT) has been adopted for the analysis of auxetic plates [50][51][52][53]. Arising from the assumption of constant shear strain (and hence constant shear stress) across the plate thickness, a shear correction factor is required due to the parabolic shear stress distribution.…”
Section: Introductionmentioning
confidence: 99%