An optimal design of an elastic plate in a dynamic contact with a rigid obstacle

PAMM ◽  
2019 ◽  
Vol 19 (1) ◽  
Author(s):  
Igor Bock ◽  
Mária Kečkemétyová
2013 ◽  
Vol 21 (2) ◽  
pp. 349-355 ◽  
Author(s):  
周京博 ZHOU Jing-bo ◽  
孙涛 SUN Tao ◽  
侯国安 HOU Guo-an

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.


2017 ◽  
Vol 23 (3) ◽  
pp. 411-419
Author(s):  
Igor Bock

We concentrate on the dynamics of a thermoelastic Mindlin–Timoshenko beam striking a rigid obstacle. We state classical formulations involving complementarity conditions. Weak formulations are in the form of systems consisting of a hyperbolic variational inequality for a deflection, a hyperbolic and a parabolic equation for an angle of rotation and a thermal strain, respectively. The penalization method is applied to solve the unilateral problem. The time derivative of the function representing the deflection of the beam’s middle line is not continuous due to the hitting the obstacle. The acceleration term has the form of a vector measure.


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