Treatment of stress variables in advanced multilayered plate elements based upon Reissner’s mixed variational theorem

Abstract

The subject of the present work consists of multilayered finite elements that are able to furnish an accurate description of strain/stress fields in multilayer flat structure analysis. The formulation of the finite elements is based upon Reissner’s mixed variational theorem, which allows one to assume two independent fields for displacements and transverse stress variables. The resulting advanced finite element can describe, a priori, the interlaminar continuous transverse shear and normal stress fields, and the so called C z 0 - requirements can be satisfied. This paper is mainly concerned about the treatment of stress variables in the mixed formulation. In particular, two layer-wise finite elements are compared. The first finite element examined, called LMN, uses a layer-wise mixed formulation and the displacements and transverse stresses are expanded along the thickness of a generic layer using a Legendre polynomial of N degree. In the assembling process, the transverse stress variables are eliminated at element level (static-condensation technique) after the generation of the element multilayered matrices. In the second finite element, called LMNF, the approach taken in the first finite element (LMN) is used, except that the static-condensation technique is not applied, and both displacement and stress variables appear as problem unknown. This last approach guarantees that the transverse stresses between two adjacent elements are continuous functions (this does not happen if the static-condensation method is used). Therefore, it can be concluded that LMNF is a powerful two-dimensional tool to analyze very thick multilayered plates.