Rotation-free finite element for the non-linear analysis of beams and axisymmetric shells
- Autores
- Flores, Fernando Gabriel; Oñate, Eugenio
- Año de publicación
- 2006
- Idioma
- inglés
- Tipo de recurso
- artículo
- Estado
- versión publicada
- Descripción
- In this paper a finite element for the non-linear analysis of two dimensional beams and axisymmetric shells is presented. The element uses classical thin shell assumptions (no transverse shear strains). The main feature of the element is that it has no rotational degrees of freedom. Curvatures are computed using geometrical information from the patch of three elements formed by the main element and the two neighbour (adjacent) elements. Special attention is devoted to non-smooth geometries and branching shells. An elastic-plastic material law is considered. Large strains are treated using a logarithmic strain measure and a through-the-thickness numerical integration of the constitutive equations. Several examples are presented including linear problems to study convergence properties, and non-linear problems for both elastic and elastic-plastic materials and large strains.
Fil: Flores, Fernando Gabriel. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Córdoba; Argentina. Universidad Nacional de Córdoba; Argentina
Fil: Oñate, Eugenio. International Centre for Numerical Methods in Engineering; España - Materia
-
Finite elements
beams
asisymmetri shell
rotation-free - Nivel de accesibilidad
- acceso abierto
- Condiciones de uso
- https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
- Repositorio
- Institución
- Consejo Nacional de Investigaciones Científicas y Técnicas
- OAI Identificador
- oai:ri.conicet.gov.ar:11336/244136
Ver los metadatos del registro completo
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Rotation-free finite element for the non-linear analysis of beams and axisymmetric shellsFlores, Fernando GabrielOñate, EugenioFinite elementsbeamsasisymmetri shellrotation-freehttps://purl.org/becyt/ford/2.3https://purl.org/becyt/ford/2In this paper a finite element for the non-linear analysis of two dimensional beams and axisymmetric shells is presented. The element uses classical thin shell assumptions (no transverse shear strains). The main feature of the element is that it has no rotational degrees of freedom. Curvatures are computed using geometrical information from the patch of three elements formed by the main element and the two neighbour (adjacent) elements. Special attention is devoted to non-smooth geometries and branching shells. An elastic-plastic material law is considered. Large strains are treated using a logarithmic strain measure and a through-the-thickness numerical integration of the constitutive equations. Several examples are presented including linear problems to study convergence properties, and non-linear problems for both elastic and elastic-plastic materials and large strains.Fil: Flores, Fernando Gabriel. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Córdoba; Argentina. Universidad Nacional de Córdoba; ArgentinaFil: Oñate, Eugenio. International Centre for Numerical Methods in Engineering; EspañaElsevier Science SA2006-08info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/244136Flores, Fernando Gabriel; Oñate, Eugenio; Rotation-free finite element for the non-linear analysis of beams and axisymmetric shells; Elsevier Science SA; Computer Methods in Applied Mechanics and Engineering; 195; 41-43; 8-2006; 5297-53150045-7825CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/doi/10.1016/j.cma.2005.08.021info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-29T10:15:15Zoai:ri.conicet.gov.ar:11336/244136instacron: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:34982025-09-29 10:15:15.453CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse |
dc.title.none.fl_str_mv |
Rotation-free finite element for the non-linear analysis of beams and axisymmetric shells |
title |
Rotation-free finite element for the non-linear analysis of beams and axisymmetric shells |
spellingShingle |
Rotation-free finite element for the non-linear analysis of beams and axisymmetric shells Flores, Fernando Gabriel Finite elements beams asisymmetri shell rotation-free |
title_short |
Rotation-free finite element for the non-linear analysis of beams and axisymmetric shells |
title_full |
Rotation-free finite element for the non-linear analysis of beams and axisymmetric shells |
title_fullStr |
Rotation-free finite element for the non-linear analysis of beams and axisymmetric shells |
title_full_unstemmed |
Rotation-free finite element for the non-linear analysis of beams and axisymmetric shells |
title_sort |
Rotation-free finite element for the non-linear analysis of beams and axisymmetric shells |
dc.creator.none.fl_str_mv |
Flores, Fernando Gabriel Oñate, Eugenio |
author |
Flores, Fernando Gabriel |
author_facet |
Flores, Fernando Gabriel Oñate, Eugenio |
author_role |
author |
author2 |
Oñate, Eugenio |
author2_role |
author |
dc.subject.none.fl_str_mv |
Finite elements beams asisymmetri shell rotation-free |
topic |
Finite elements beams asisymmetri shell rotation-free |
purl_subject.fl_str_mv |
https://purl.org/becyt/ford/2.3 https://purl.org/becyt/ford/2 |
dc.description.none.fl_txt_mv |
In this paper a finite element for the non-linear analysis of two dimensional beams and axisymmetric shells is presented. The element uses classical thin shell assumptions (no transverse shear strains). The main feature of the element is that it has no rotational degrees of freedom. Curvatures are computed using geometrical information from the patch of three elements formed by the main element and the two neighbour (adjacent) elements. Special attention is devoted to non-smooth geometries and branching shells. An elastic-plastic material law is considered. Large strains are treated using a logarithmic strain measure and a through-the-thickness numerical integration of the constitutive equations. Several examples are presented including linear problems to study convergence properties, and non-linear problems for both elastic and elastic-plastic materials and large strains. Fil: Flores, Fernando Gabriel. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Córdoba; Argentina. Universidad Nacional de Córdoba; Argentina Fil: Oñate, Eugenio. International Centre for Numerical Methods in Engineering; España |
description |
In this paper a finite element for the non-linear analysis of two dimensional beams and axisymmetric shells is presented. The element uses classical thin shell assumptions (no transverse shear strains). The main feature of the element is that it has no rotational degrees of freedom. Curvatures are computed using geometrical information from the patch of three elements formed by the main element and the two neighbour (adjacent) elements. Special attention is devoted to non-smooth geometries and branching shells. An elastic-plastic material law is considered. Large strains are treated using a logarithmic strain measure and a through-the-thickness numerical integration of the constitutive equations. Several examples are presented including linear problems to study convergence properties, and non-linear problems for both elastic and elastic-plastic materials and large strains. |
publishDate |
2006 |
dc.date.none.fl_str_mv |
2006-08 |
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/11336/244136 Flores, Fernando Gabriel; Oñate, Eugenio; Rotation-free finite element for the non-linear analysis of beams and axisymmetric shells; Elsevier Science SA; Computer Methods in Applied Mechanics and Engineering; 195; 41-43; 8-2006; 5297-5315 0045-7825 CONICET Digital CONICET |
url |
http://hdl.handle.net/11336/244136 |
identifier_str_mv |
Flores, Fernando Gabriel; Oñate, Eugenio; Rotation-free finite element for the non-linear analysis of beams and axisymmetric shells; Elsevier Science SA; Computer Methods in Applied Mechanics and Engineering; 195; 41-43; 8-2006; 5297-5315 0045-7825 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.cma.2005.08.021 |
dc.rights.none.fl_str_mv |
info:eu-repo/semantics/openAccess https://creativecommons.org/licenses/by-nc-sa/2.5/ar/ |
eu_rights_str_mv |
openAccess |
rights_invalid_str_mv |
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/ |
dc.format.none.fl_str_mv |
application/pdf application/pdf |
dc.publisher.none.fl_str_mv |
Elsevier Science SA |
publisher.none.fl_str_mv |
Elsevier Science SA |
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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1844614087665778688 |
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13.070432 |