Numerical Solution of Bending of the Beam with Given Friction

We are interested in a contact problem for a thin fixed beam with an internal point obstacle with possible rotation and shift depending on a given swivel and sliding friction. This problem belongs to the most basic practical problems in, for instance, the contact mechanics in the sustainable buildin...

Full description

Bibliographic Details
Main Authors: Michaela Bobková, Lukáš Pospíšil
Format: Article
Language:English
Published: MDPI AG 2021-04-01
Series:Mathematics
Subjects:
Online Access:https://www.mdpi.com/2227-7390/9/8/898
id doaj-186f157d91f24776a70c620369d4c5db
record_format Article
spelling doaj-186f157d91f24776a70c620369d4c5db2021-04-18T23:00:23ZengMDPI AGMathematics2227-73902021-04-01989889810.3390/math9080898Numerical Solution of Bending of the Beam with Given FrictionMichaela Bobková0Lukáš Pospíšil1Department of Mathematics, Faculty of Civil Engineering, VSB-TU Ostrava, Ludvíka Podéštˇe 1875/17, 708 00 Ostrava, Czech RepublicDepartment of Mathematics, Faculty of Civil Engineering, VSB-TU Ostrava, Ludvíka Podéštˇe 1875/17, 708 00 Ostrava, Czech RepublicWe are interested in a contact problem for a thin fixed beam with an internal point obstacle with possible rotation and shift depending on a given swivel and sliding friction. This problem belongs to the most basic practical problems in, for instance, the contact mechanics in the sustainable building construction design. The analysis and the practical solution plays a crucial role in the process and cannot be ignored. In this paper, we consider the classical Euler–Bernoulli beam model, which we formulate, analyze, and numerically solve. The objective function of the corresponding optimization problem for finding the coefficients in the finite element basis combines a quadratic function and an additional non-differentiable part with absolute values representing the influence of considered friction. We present two basic algorithms for the solution: the regularized primal solution, where the non-differentiable part is approximated, and the dual formulation. We discuss the disadvantages of the methods on the solution of the academic benchmarks. https://www.mdpi.com/2227-7390/9/8/898bending of a beamfinite element methodsobolev spaceslinear elasticityduality
collection DOAJ
language English
format Article
sources DOAJ
author Michaela Bobková
Lukáš Pospíšil
spellingShingle Michaela Bobková
Lukáš Pospíšil
Numerical Solution of Bending of the Beam with Given Friction
Mathematics
bending of a beam
finite element method
sobolev spaces
linear elasticity
duality
author_facet Michaela Bobková
Lukáš Pospíšil
author_sort Michaela Bobková
title Numerical Solution of Bending of the Beam with Given Friction
title_short Numerical Solution of Bending of the Beam with Given Friction
title_full Numerical Solution of Bending of the Beam with Given Friction
title_fullStr Numerical Solution of Bending of the Beam with Given Friction
title_full_unstemmed Numerical Solution of Bending of the Beam with Given Friction
title_sort numerical solution of bending of the beam with given friction
publisher MDPI AG
series Mathematics
issn 2227-7390
publishDate 2021-04-01
description We are interested in a contact problem for a thin fixed beam with an internal point obstacle with possible rotation and shift depending on a given swivel and sliding friction. This problem belongs to the most basic practical problems in, for instance, the contact mechanics in the sustainable building construction design. The analysis and the practical solution plays a crucial role in the process and cannot be ignored. In this paper, we consider the classical Euler–Bernoulli beam model, which we formulate, analyze, and numerically solve. The objective function of the corresponding optimization problem for finding the coefficients in the finite element basis combines a quadratic function and an additional non-differentiable part with absolute values representing the influence of considered friction. We present two basic algorithms for the solution: the regularized primal solution, where the non-differentiable part is approximated, and the dual formulation. We discuss the disadvantages of the methods on the solution of the academic benchmarks. 
topic bending of a beam
finite element method
sobolev spaces
linear elasticity
duality
url https://www.mdpi.com/2227-7390/9/8/898
work_keys_str_mv AT michaelabobkova numericalsolutionofbendingofthebeamwithgivenfriction
AT lukaspospisil numericalsolutionofbendingofthebeamwithgivenfriction
_version_ 1721521640975630336