scholarly journals Nitsche based models for the unilateral contact of plates

Author(s):  
cedric pozzolini ◽  
Mathieu Fabre ◽  
Yves Renard

This paper aims to present different Nitsche-based models for the unilateral contact of plate structures. Our analysis is based on the consideration of Nitsche’s method on a 3D structure with kinematic assumptions of thin or thick plate theories. This approach is compared to that of Gustafsson, Stenberg and Videman which consists of Nitsche’s method applied directly on a 2D plate model. To simplify the presentation, we focus on the contact of an elastic plate with a rigid obstacle. The different approaches are compared numerically in terms of reliability compared to the 3D elastic model.     The aim of this paper is to present different Nitsche based models for the unilateral contact of plate structures. Our analysis is based on the consideration of Nitsche’s method on a 3D structure with kinematic assumptions of thin or thick plate theories. This approach is compared to the one of Gustafsson, Stenberg and Videman which consists of Nitsche's method directly applied on a 2D plate model. To simplify the presentation, we focus on the contact of an elastic plate with a rigid obstacle. The different approaches are numerically compared in terms of reliability compared to the 3D elastic model.

2019 ◽  
Vol 75 (3) ◽  
pp. 189-204
Author(s):  
Tom Gustafsson ◽  
Rolf Stenberg ◽  
Juha Videman

2013 ◽  
Vol 53 (6) ◽  
pp. 1163-1182 ◽  
Author(s):  
Vinh Phu Nguyen ◽  
Pierre Kerfriden ◽  
Marco Brino ◽  
Stéphane P. A. Bordas ◽  
Elvio Bonisoli

2010 ◽  
Author(s):  
Andre Massing ◽  
Mats G. Larson ◽  
Anders Logg ◽  
Theodore E. Simos ◽  
George Psihoyios ◽  
...  

2018 ◽  
Vol 32 (3) ◽  
pp. 200-205
Author(s):  
Y. V. Poletaev ◽  
V. Y. Poletaev ◽  
A. E. Khubiev

2018 ◽  
Vol 226 ◽  
pp. 01013
Author(s):  
Vadim V. Eremeev ◽  
Natalia Y. Shubchinskaya ◽  
Denis V. Ivashchenko ◽  
Vsevolod A. Minko

We discuss the linear stability analysis for a rectangular twolayered elastic plate. Each layer of the plate was obtained due to inflation of an annular wedge of a cylinder. As a result, in the plate there are initial stresses. The main aim of the paper is to analyse the influence of the initial stresses on the buckling. Here we use the 3D nonlinear elasticity technique. The linearized boundary-value problem is derived and its non-trivial solutions were obtained.


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