Transverse shear deformability in the dynamics of thin-walled composite beams: consistency of different approaches

Autores
Piovan, Marcelo Tulio; Cortínez, Víctor Hugo
Año de publicación
2005
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
The aim of this work is to describe an analysis of the transverse shear deformation in the dynamics of thin-walled composite beams. Some thin-walled-composite-beam models, which are derived by means of different approaches (principle of virtual works and principle of Hellinger-Reissner among others), show substantial discrepancies due to the employment of different consitutive equations based on the aforementioned approaches. In the following paragraphs a comparison of different schemes and hypotheses related to constitutive equations for thin-walled composite beams is performed.
Fil: Piovan, Marcelo Tulio. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Bahía Blanca; Argentina. Universidad Tecnológica Nacional. Facultad Regional Bahía Blanca; Argentina
Fil: Cortínez, Víctor Hugo. Universidad Tecnológica Nacional. Facultad Regional Bahía Blanca; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Bahía Blanca; Argentina
Materia
THIN-WALLED BEAMS
HELLINGER-REISSNER PRINCIPLE
VIRTUAL WORK PRINCIPLE
Nivel de accesibilidad
acceso abierto
Condiciones de uso
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
Repositorio
CONICET Digital (CONICET)
Institución
Consejo Nacional de Investigaciones Científicas y Técnicas
OAI Identificador
oai:ri.conicet.gov.ar:11336/97519
Acceder
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network_acronym_str CONICETDig
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network_name_str CONICET Digital (CONICET)
spelling Transverse shear deformability in the dynamics of thin-walled composite beams: consistency of different approachesPiovan, Marcelo TulioCortínez, Víctor HugoTHIN-WALLED BEAMSHELLINGER-REISSNER PRINCIPLEVIRTUAL WORK PRINCIPLEhttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2The aim of this work is to describe an analysis of the transverse shear deformation in the dynamics of thin-walled composite beams. Some thin-walled-composite-beam models, which are derived by means of different approaches (principle of virtual works and principle of Hellinger-Reissner among others), show substantial discrepancies due to the employment of different consitutive equations based on the aforementioned approaches. In the following paragraphs a comparison of different schemes and hypotheses related to constitutive equations for thin-walled composite beams is performed.Fil: Piovan, Marcelo Tulio. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Bahía Blanca; Argentina. Universidad Tecnológica Nacional. Facultad Regional Bahía Blanca; ArgentinaFil: Cortínez, Víctor Hugo. Universidad Tecnológica Nacional. Facultad Regional Bahía Blanca; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Bahía Blanca; ArgentinaAcademic Press Ltd - Elsevier Science Ltd2005-12info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/97519Piovan, Marcelo Tulio; Cortínez, Víctor Hugo; Transverse shear deformability in the dynamics of thin-walled composite beams: consistency of different approaches; Academic Press Ltd - Elsevier Science Ltd; Journal of Sound and Vibration; 285; 12-2005; 721-7330022-460XCONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/doi/10.1016/j.jsv.2004.10.038info:eu-repo/semantics/altIdentifier/url/https://www.sciencedirect.com/science/article/pii/S0022460X0400820Xinfo:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-29T10:08:45Zoai:ri.conicet.gov.ar:11336/97519instacron: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 10:08:45.62CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Transverse shear deformability in the dynamics of thin-walled composite beams: consistency of different approaches
title Transverse shear deformability in the dynamics of thin-walled composite beams: consistency of different approaches
spellingShingle Transverse shear deformability in the dynamics of thin-walled composite beams: consistency of different approaches
Piovan, Marcelo Tulio
THIN-WALLED BEAMS
HELLINGER-REISSNER PRINCIPLE
VIRTUAL WORK PRINCIPLE
title_short Transverse shear deformability in the dynamics of thin-walled composite beams: consistency of different approaches
title_full Transverse shear deformability in the dynamics of thin-walled composite beams: consistency of different approaches
title_fullStr Transverse shear deformability in the dynamics of thin-walled composite beams: consistency of different approaches
title_full_unstemmed Transverse shear deformability in the dynamics of thin-walled composite beams: consistency of different approaches
title_sort Transverse shear deformability in the dynamics of thin-walled composite beams: consistency of different approaches
dc.creator.none.fl_str_mv Piovan, Marcelo Tulio
Cortínez, Víctor Hugo
author Piovan, Marcelo Tulio
author_facet Piovan, Marcelo Tulio
Cortínez, Víctor Hugo
author_role author
author2 Cortínez, Víctor Hugo
author2_role author
dc.subject.none.fl_str_mv THIN-WALLED BEAMS
HELLINGER-REISSNER PRINCIPLE
VIRTUAL WORK PRINCIPLE
topic THIN-WALLED BEAMS
HELLINGER-REISSNER PRINCIPLE
VIRTUAL WORK PRINCIPLE
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.1
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv The aim of this work is to describe an analysis of the transverse shear deformation in the dynamics of thin-walled composite beams. Some thin-walled-composite-beam models, which are derived by means of different approaches (principle of virtual works and principle of Hellinger-Reissner among others), show substantial discrepancies due to the employment of different consitutive equations based on the aforementioned approaches. In the following paragraphs a comparison of different schemes and hypotheses related to constitutive equations for thin-walled composite beams is performed.
Fil: Piovan, Marcelo Tulio. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Bahía Blanca; Argentina. Universidad Tecnológica Nacional. Facultad Regional Bahía Blanca; Argentina
Fil: Cortínez, Víctor Hugo. Universidad Tecnológica Nacional. Facultad Regional Bahía Blanca; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Bahía Blanca; Argentina
description The aim of this work is to describe an analysis of the transverse shear deformation in the dynamics of thin-walled composite beams. Some thin-walled-composite-beam models, which are derived by means of different approaches (principle of virtual works and principle of Hellinger-Reissner among others), show substantial discrepancies due to the employment of different consitutive equations based on the aforementioned approaches. In the following paragraphs a comparison of different schemes and hypotheses related to constitutive equations for thin-walled composite beams is performed.
publishDate 2005
dc.date.none.fl_str_mv 2005-12
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/11336/97519
Piovan, Marcelo Tulio; Cortínez, Víctor Hugo; Transverse shear deformability in the dynamics of thin-walled composite beams: consistency of different approaches; Academic Press Ltd - Elsevier Science Ltd; Journal of Sound and Vibration; 285; 12-2005; 721-733
0022-460X
CONICET Digital
CONICET
url http://hdl.handle.net/11336/97519
identifier_str_mv Piovan, Marcelo Tulio; Cortínez, Víctor Hugo; Transverse shear deformability in the dynamics of thin-walled composite beams: consistency of different approaches; Academic Press Ltd - Elsevier Science Ltd; Journal of Sound and Vibration; 285; 12-2005; 721-733
0022-460X
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.jsv.2004.10.038
info:eu-repo/semantics/altIdentifier/url/https://www.sciencedirect.com/science/article/pii/S0022460X0400820X
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 Academic Press Ltd - Elsevier Science Ltd
publisher.none.fl_str_mv Academic Press Ltd - Elsevier Science Ltd
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
_version_ 1844613958506381312
score 13.070432

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