On the homogeneous torsion problem for heterogeneous and orthotropic cross-sections: Theoretical and numerical aspects

Autores
Roccia, Bruno Antonio; Alturria Lanzardo, Carmina José; Mazzone, Fernando Dario; Gebhardt, Cristian G.
Año de publicación
2024
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
For many years, torsion of arbitrary cross-sections has been a subject of numerous investigations from theoretical and numerical points of view. As it is well known, the resulting boundary value problem (BVP) governing such phenomenon happens to be a pure Neumann BVP and, therefore, its solutions are determined up to a constant. Among a large plethora of finite element method (FEM) techniques that can be used in this context, most of FEM practitioners resolve this uniqueness issue by fixing the candidate solution to a node of the domain. Although such popular and pinpointing technique is widely spread and works well for practical purposes, it does not have a continuous counterpart and therefore its justification remains a matter of debate. Hence, this self-contained work aims to address the modeling of arbitrary heterogeneous and orthotropic cross-sections as well as the theoretical and numerical aspects of their solutions. In particular, we discuss the existence of weak solutions, well-posedness, regularity of solutions, and convergence of Galerkin’s method for different variational settings (with special focus on a regularized variational approach). Moreover, we establish a connection, at a discrete level, between the convergence of solutions of well-posed variational settings and those solutions coming from the usual practice of fixing a datum at a node. Finally, we discuss some numerical aspects of all the FEM discrete formulations proposed here by performing convergence analysis in L2 and H1 norms. The section of numerical results is closed by presenting a series of study cases ranging from a square cross-section composed of two different materials to an isotropic bridge crosssection for which no analytical solution exists.
Fil: Roccia, Bruno Antonio. University Of Bergen. Faculty Of Mathematics And Natural Sciencies; Noruega
Fil: Alturria Lanzardo, Carmina José. Universidad Nacional de Río Cuarto. Facultad de Ciencias Exactas, Físico-Químicas y Naturales. Departamento de Matemática; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Córdoba; Argentina
Fil: Mazzone, Fernando Dario. Universidad Nacional de Río Cuarto. Facultad de Ciencias Exactas, Físico-Químicas y Naturales. Departamento de Matemática; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Córdoba; Argentina
Fil: Gebhardt, Cristian G.. University Of Bergen. Faculty Of Mathematics And Natural Sciencies; Noruega
Materia
Saint-Venant torsion
Pure Neumann problem
FEM
Regularized formulation
Nivel de accesibilidad
acceso abierto
Condiciones de uso
https://creativecommons.org/licenses/by/2.5/ar/
Repositorio
CONICET Digital (CONICET)
Institución
Consejo Nacional de Investigaciones Científicas y Técnicas
OAI Identificador
oai:ri.conicet.gov.ar:11336/257993

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spelling On the homogeneous torsion problem for heterogeneous and orthotropic cross-sections: Theoretical and numerical aspectsRoccia, Bruno AntonioAlturria Lanzardo, Carmina JoséMazzone, Fernando DarioGebhardt, Cristian G.Saint-Venant torsionPure Neumann problemFEMRegularized formulationhttps://purl.org/becyt/ford/2.3https://purl.org/becyt/ford/2For many years, torsion of arbitrary cross-sections has been a subject of numerous investigations from theoretical and numerical points of view. As it is well known, the resulting boundary value problem (BVP) governing such phenomenon happens to be a pure Neumann BVP and, therefore, its solutions are determined up to a constant. Among a large plethora of finite element method (FEM) techniques that can be used in this context, most of FEM practitioners resolve this uniqueness issue by fixing the candidate solution to a node of the domain. Although such popular and pinpointing technique is widely spread and works well for practical purposes, it does not have a continuous counterpart and therefore its justification remains a matter of debate. Hence, this self-contained work aims to address the modeling of arbitrary heterogeneous and orthotropic cross-sections as well as the theoretical and numerical aspects of their solutions. In particular, we discuss the existence of weak solutions, well-posedness, regularity of solutions, and convergence of Galerkin’s method for different variational settings (with special focus on a regularized variational approach). Moreover, we establish a connection, at a discrete level, between the convergence of solutions of well-posed variational settings and those solutions coming from the usual practice of fixing a datum at a node. Finally, we discuss some numerical aspects of all the FEM discrete formulations proposed here by performing convergence analysis in L2 and H1 norms. The section of numerical results is closed by presenting a series of study cases ranging from a square cross-section composed of two different materials to an isotropic bridge crosssection for which no analytical solution exists.Fil: Roccia, Bruno Antonio. University Of Bergen. Faculty Of Mathematics And Natural Sciencies; NoruegaFil: Alturria Lanzardo, Carmina José. Universidad Nacional de Río Cuarto. Facultad de Ciencias Exactas, Físico-Químicas y Naturales. Departamento de Matemática; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Córdoba; ArgentinaFil: Mazzone, Fernando Dario. Universidad Nacional de Río Cuarto. Facultad de Ciencias Exactas, Físico-Químicas y Naturales. Departamento de Matemática; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Córdoba; ArgentinaFil: Gebhardt, Cristian G.. University Of Bergen. Faculty Of Mathematics And Natural Sciencies; NoruegaElsevier Science2024-03info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/257993Roccia, Bruno Antonio; Alturria Lanzardo, Carmina José; Mazzone, Fernando Dario; Gebhardt, Cristian G.; On the homogeneous torsion problem for heterogeneous and orthotropic cross-sections: Theoretical and numerical aspects; Elsevier Science; Applied Numerical Mathematics; 201; 3-2024; 579-6070168-9274CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/doi/10.1016/j.apnum.2024.03.017info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-03T10:10:07Zoai:ri.conicet.gov.ar:11336/257993instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982025-09-03 10:10:07.301CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv On the homogeneous torsion problem for heterogeneous and orthotropic cross-sections: Theoretical and numerical aspects
title On the homogeneous torsion problem for heterogeneous and orthotropic cross-sections: Theoretical and numerical aspects
spellingShingle On the homogeneous torsion problem for heterogeneous and orthotropic cross-sections: Theoretical and numerical aspects
Roccia, Bruno Antonio
Saint-Venant torsion
Pure Neumann problem
FEM
Regularized formulation
title_short On the homogeneous torsion problem for heterogeneous and orthotropic cross-sections: Theoretical and numerical aspects
title_full On the homogeneous torsion problem for heterogeneous and orthotropic cross-sections: Theoretical and numerical aspects
title_fullStr On the homogeneous torsion problem for heterogeneous and orthotropic cross-sections: Theoretical and numerical aspects
title_full_unstemmed On the homogeneous torsion problem for heterogeneous and orthotropic cross-sections: Theoretical and numerical aspects
title_sort On the homogeneous torsion problem for heterogeneous and orthotropic cross-sections: Theoretical and numerical aspects
dc.creator.none.fl_str_mv Roccia, Bruno Antonio
Alturria Lanzardo, Carmina José
Mazzone, Fernando Dario
Gebhardt, Cristian G.
author Roccia, Bruno Antonio
author_facet Roccia, Bruno Antonio
Alturria Lanzardo, Carmina José
Mazzone, Fernando Dario
Gebhardt, Cristian G.
author_role author
author2 Alturria Lanzardo, Carmina José
Mazzone, Fernando Dario
Gebhardt, Cristian G.
author2_role author
author
author
dc.subject.none.fl_str_mv Saint-Venant torsion
Pure Neumann problem
FEM
Regularized formulation
topic Saint-Venant torsion
Pure Neumann problem
FEM
Regularized formulation
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.3
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv For many years, torsion of arbitrary cross-sections has been a subject of numerous investigations from theoretical and numerical points of view. As it is well known, the resulting boundary value problem (BVP) governing such phenomenon happens to be a pure Neumann BVP and, therefore, its solutions are determined up to a constant. Among a large plethora of finite element method (FEM) techniques that can be used in this context, most of FEM practitioners resolve this uniqueness issue by fixing the candidate solution to a node of the domain. Although such popular and pinpointing technique is widely spread and works well for practical purposes, it does not have a continuous counterpart and therefore its justification remains a matter of debate. Hence, this self-contained work aims to address the modeling of arbitrary heterogeneous and orthotropic cross-sections as well as the theoretical and numerical aspects of their solutions. In particular, we discuss the existence of weak solutions, well-posedness, regularity of solutions, and convergence of Galerkin’s method for different variational settings (with special focus on a regularized variational approach). Moreover, we establish a connection, at a discrete level, between the convergence of solutions of well-posed variational settings and those solutions coming from the usual practice of fixing a datum at a node. Finally, we discuss some numerical aspects of all the FEM discrete formulations proposed here by performing convergence analysis in L2 and H1 norms. The section of numerical results is closed by presenting a series of study cases ranging from a square cross-section composed of two different materials to an isotropic bridge crosssection for which no analytical solution exists.
Fil: Roccia, Bruno Antonio. University Of Bergen. Faculty Of Mathematics And Natural Sciencies; Noruega
Fil: Alturria Lanzardo, Carmina José. Universidad Nacional de Río Cuarto. Facultad de Ciencias Exactas, Físico-Químicas y Naturales. Departamento de Matemática; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Córdoba; Argentina
Fil: Mazzone, Fernando Dario. Universidad Nacional de Río Cuarto. Facultad de Ciencias Exactas, Físico-Químicas y Naturales. Departamento de Matemática; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Córdoba; Argentina
Fil: Gebhardt, Cristian G.. University Of Bergen. Faculty Of Mathematics And Natural Sciencies; Noruega
description For many years, torsion of arbitrary cross-sections has been a subject of numerous investigations from theoretical and numerical points of view. As it is well known, the resulting boundary value problem (BVP) governing such phenomenon happens to be a pure Neumann BVP and, therefore, its solutions are determined up to a constant. Among a large plethora of finite element method (FEM) techniques that can be used in this context, most of FEM practitioners resolve this uniqueness issue by fixing the candidate solution to a node of the domain. Although such popular and pinpointing technique is widely spread and works well for practical purposes, it does not have a continuous counterpart and therefore its justification remains a matter of debate. Hence, this self-contained work aims to address the modeling of arbitrary heterogeneous and orthotropic cross-sections as well as the theoretical and numerical aspects of their solutions. In particular, we discuss the existence of weak solutions, well-posedness, regularity of solutions, and convergence of Galerkin’s method for different variational settings (with special focus on a regularized variational approach). Moreover, we establish a connection, at a discrete level, between the convergence of solutions of well-posed variational settings and those solutions coming from the usual practice of fixing a datum at a node. Finally, we discuss some numerical aspects of all the FEM discrete formulations proposed here by performing convergence analysis in L2 and H1 norms. The section of numerical results is closed by presenting a series of study cases ranging from a square cross-section composed of two different materials to an isotropic bridge crosssection for which no analytical solution exists.
publishDate 2024
dc.date.none.fl_str_mv 2024-03
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv http://hdl.handle.net/11336/257993
Roccia, Bruno Antonio; Alturria Lanzardo, Carmina José; Mazzone, Fernando Dario; Gebhardt, Cristian G.; On the homogeneous torsion problem for heterogeneous and orthotropic cross-sections: Theoretical and numerical aspects; Elsevier Science; Applied Numerical Mathematics; 201; 3-2024; 579-607
0168-9274
CONICET Digital
CONICET
url http://hdl.handle.net/11336/257993
identifier_str_mv Roccia, Bruno Antonio; Alturria Lanzardo, Carmina José; Mazzone, Fernando Dario; Gebhardt, Cristian G.; On the homogeneous torsion problem for heterogeneous and orthotropic cross-sections: Theoretical and numerical aspects; Elsevier Science; Applied Numerical Mathematics; 201; 3-2024; 579-607
0168-9274
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/doi/10.1016/j.apnum.2024.03.017
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by/2.5/ar/
dc.format.none.fl_str_mv application/pdf
application/pdf
application/pdf
dc.publisher.none.fl_str_mv Elsevier Science
publisher.none.fl_str_mv Elsevier Science
dc.source.none.fl_str_mv reponame:CONICET Digital (CONICET)
instname:Consejo Nacional de Investigaciones Científicas y Técnicas
reponame_str CONICET Digital (CONICET)
collection CONICET Digital (CONICET)
instname_str Consejo Nacional de Investigaciones Científicas y Técnicas
repository.name.fl_str_mv CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas
repository.mail.fl_str_mv dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar
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