Title of article :
Classical and advanced multilayered plate elements based upon PVD and RMVT. Part 2: Numerical implementations
Author/Authors :
Erasmo Carrera ، نويسنده , , Luciano Demasi، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2002
Abstract :
This paper presents numerical evaluations related to the multilayered plate elements which were proposed
in the companion paper (Part 1). Two-dimensional modellings with linear and higher-order (up to fourth
order) expansion in the z-plate=layer thickness direction have been implemented for both displacements
and transverse stresses. Layer-wise as well as equivalent single-layer modellings are considered on both
frameworks of the principle of virtual displacements and Reissner mixed variational theorem. Such
a variety has led to the implementation of 22 plate theories. As far as nite element approximation
is concerned, three quadrilaters have been considered (four-, eight- and nine-noded plate elements).
As a result, 22×3 di erent nite plate elements have been compared in the present analysis. The
automatic procedure described in Part 1, which made extensive use of indicial notations, has herein
been referred to in the considered computer implementations. An assessment has been made as far
as convergence rates, numerical integrations and comparison to correspondent closed-form solutions
are concerned. Extensive comparison to early and recently available results has been made for sample
problems related to laminated and sandwich structures. Classical formulations, full mixed, hybrid, as
well as three-dimensional solutions have been considered in such a comparison. Numerical substantiation
of the importance of the ful lment of zig-zag e ects and interlaminar equilibria is given. The superiority
of RMVT formulated nite elements over those related to PVD has been concluded.
Two test cases are proposed as ‘desk-beds’ to establish the accuracy of the several theories. Results
related to all the developed theories are presented for the rst test case. The second test case, which is
related to sandwich plates, restricts the comparison to the most signi cant implemented nite elements.
It is proposed to refer to these test cases to establish the accuracy of existing or new higher-order,
re ned or improved nite elements for multilayered plate analyses.
Keywords :
Composite materials , nite element , Plates , classical and mixed formulation , multilayers
Journal title :
International Journal for Numerical Methods in Engineering
Journal title :
International Journal for Numerical Methods in Engineering