Title of article
Enhanced mathematical model for Cosserat plate bending
Author/Authors
Steinberg، نويسنده , , Lev and Kvasov، نويسنده , , Roman، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2013
Pages
12
From page
51
To page
62
Abstract
The purpose of this paper is to present a bending plate model, which assumes physically and mathematically motivated approximations over the plate thickness for asymmetric stress, couple stress, displacement, and microrotation. The approximations are consistent with the three-dimensional Cosserat elasticity equilibrium equations, boundary conditions and the constitutive relationships. Based on the generalized Hellinger–Prange–Reissner variational principle for Cosserat materials and the proposed strain–displacement relation, we formulate the Cosserat bending plate variational principle. This principle allows us to obtain the equilibrium equations, constitutive relations and optimal value for the minimization of the elastic energy with respect to the splitting parameter in the approximation of the σ 33 stress component. The obtained solution is proved to be unique. The preliminary computations for a plate bending produce a relative error of the order 1% in comparison with the exact three-dimensional solution. The results are compatible with the precision of the well-known Reissner model used for bending of simple elastic plates. The low relative error is stable with respect to the standard range of the plate thickness.
Keywords
Cosserat materials , elastic plates , variational principle , Transverse microrotation
Journal title
Thin-Walled Structures
Serial Year
2013
Journal title
Thin-Walled Structures
Record number
1493711
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