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The aim of this paper is to analyze a low order finite element method for a stiffened plate. The plate is modeled by Reissner-Mindlin equations and the stiffener by Timoshenko beams equations. The resulting problem is shown to be well posed. In the case of concentric stiffeners it decouples into two problems, one for the in-plane plate deformation and the other for the bending of the plate. The analysis and discretization of the first one is straightforward. The second one is shown to have a solution...
The aim of this paper is to analyze a low order finite element method
for a stiffened plate. The plate is modeled by Reissner-Mindlin
equations and the stiffener by Timoshenko beams equations. The
resulting problem is shown to be well posed. In the case of concentric
stiffeners it decouples into two problems, one for the in-plane plate
deformation and the other for the bending of the plate. The analysis
and discretization of the first one is straightforward. The second one
is shown to have a solution...
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