Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM

Detalhes bibliográficos
Autor(a) principal: Siqueira,Tiago Morkis
Data de Publicação: 2022
Outros Autores: Rodríguez,Edwin Alexander Morantes, Coda,Humberto Breves
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Latin American journal of solids and structures (Online)
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252022000700502
Resumo: Abstract Sliding connections are present in several applications on the mechanics, civil and aerospace industries. A framework consisting on an accurate and stable formulation to describe the dynamics of flexible systems with sliding connections is developed. The total Lagrangian positional approach of the Finite Element Method is employed using 2D solid and frame elements to discretize bodies and connections. This allows a wide range of applications, particularly the local modelling of joints. The proposed formulation includes roughness along sliding paths independent from the finite element geometry discretization. Following variational principles, Lagrange multipliers are used to impose sliding constraints on the equations of motion. A direct time integration is performed by the generalized-α method and its stability in the present finite deformation context is evaluated. The resulting nonlinear equations are solved by the Newton-Raphson method. Examples are presented where the proposed framework is evaluated regarding its dynamical behavior and to solve practical scenarios for which sliding modelling is a necessity.
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spelling Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEMFlexible multibody systemSliding rough connectionsConstrained nonlinear dynamicsFinite deformationDirect time integrationAbstract Sliding connections are present in several applications on the mechanics, civil and aerospace industries. A framework consisting on an accurate and stable formulation to describe the dynamics of flexible systems with sliding connections is developed. The total Lagrangian positional approach of the Finite Element Method is employed using 2D solid and frame elements to discretize bodies and connections. This allows a wide range of applications, particularly the local modelling of joints. The proposed formulation includes roughness along sliding paths independent from the finite element geometry discretization. Following variational principles, Lagrange multipliers are used to impose sliding constraints on the equations of motion. A direct time integration is performed by the generalized-α method and its stability in the present finite deformation context is evaluated. The resulting nonlinear equations are solved by the Newton-Raphson method. Examples are presented where the proposed framework is evaluated regarding its dynamical behavior and to solve practical scenarios for which sliding modelling is a necessity.Associação Brasileira de Ciências Mecânicas2022-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252022000700502Latin American Journal of Solids and Structures v.19 n.7 2022reponame:Latin American journal of solids and structures (Online)instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)instacron:ABCM10.1590/1679-78257295info:eu-repo/semantics/openAccessSiqueira,Tiago MorkisRodríguez,Edwin Alexander MorantesCoda,Humberto Breveseng2022-10-24T00:00:00Zoai:scielo:S1679-78252022000700502Revistahttp://www.scielo.br/scielo.php?script=sci_serial&pid=1679-7825&lng=pt&nrm=isohttps://old.scielo.br/oai/scielo-oai.phpabcm@abcm.org.br||maralves@usp.br1679-78251679-7817opendoar:2022-10-24T00:00Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)false
dc.title.none.fl_str_mv Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM
title Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM
spellingShingle Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM
Siqueira,Tiago Morkis
Flexible multibody system
Sliding rough connections
Constrained nonlinear dynamics
Finite deformation
Direct time integration
title_short Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM
title_full Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM
title_fullStr Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM
title_full_unstemmed Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM
title_sort Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM
author Siqueira,Tiago Morkis
author_facet Siqueira,Tiago Morkis
Rodríguez,Edwin Alexander Morantes
Coda,Humberto Breves
author_role author
author2 Rodríguez,Edwin Alexander Morantes
Coda,Humberto Breves
author2_role author
author
dc.contributor.author.fl_str_mv Siqueira,Tiago Morkis
Rodríguez,Edwin Alexander Morantes
Coda,Humberto Breves
dc.subject.por.fl_str_mv Flexible multibody system
Sliding rough connections
Constrained nonlinear dynamics
Finite deformation
Direct time integration
topic Flexible multibody system
Sliding rough connections
Constrained nonlinear dynamics
Finite deformation
Direct time integration
description Abstract Sliding connections are present in several applications on the mechanics, civil and aerospace industries. A framework consisting on an accurate and stable formulation to describe the dynamics of flexible systems with sliding connections is developed. The total Lagrangian positional approach of the Finite Element Method is employed using 2D solid and frame elements to discretize bodies and connections. This allows a wide range of applications, particularly the local modelling of joints. The proposed formulation includes roughness along sliding paths independent from the finite element geometry discretization. Following variational principles, Lagrange multipliers are used to impose sliding constraints on the equations of motion. A direct time integration is performed by the generalized-α method and its stability in the present finite deformation context is evaluated. The resulting nonlinear equations are solved by the Newton-Raphson method. Examples are presented where the proposed framework is evaluated regarding its dynamical behavior and to solve practical scenarios for which sliding modelling is a necessity.
publishDate 2022
dc.date.none.fl_str_mv 2022-01-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252022000700502
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252022000700502
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/1679-78257295
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv text/html
dc.publisher.none.fl_str_mv Associação Brasileira de Ciências Mecânicas
publisher.none.fl_str_mv Associação Brasileira de Ciências Mecânicas
dc.source.none.fl_str_mv Latin American Journal of Solids and Structures v.19 n.7 2022
reponame:Latin American journal of solids and structures (Online)
instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
instname_str Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron_str ABCM
institution ABCM
reponame_str Latin American journal of solids and structures (Online)
collection Latin American journal of solids and structures (Online)
repository.name.fl_str_mv Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
repository.mail.fl_str_mv abcm@abcm.org.br||maralves@usp.br
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