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
.jpg)
- Institución
- Consejo Nacional de Investigaciones Científicas y Técnicas
- OAI Identificador
- oai:ri.conicet.gov.ar:11336/257993
Ver los metadatos del registro completo
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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 Técnicas2025-10-22T12:14:32Zoai: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:34982025-10-22 12:14:32.63CONICET 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. |
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2024 |
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2024-03 |
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article |
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publishedVersion |
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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 |
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http://hdl.handle.net/11336/257993 |
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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 |
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eng |
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eng |
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Elsevier Science |
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