Buckling analysis of layered composite beams with interlayer slip: A force-based finite element formulation

Detalhes bibliográficos
Autor(a) principal: Freixial Argente Dos Santos, Hugo Alexandre
Data de Publicação: 2020
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10400.21/11867
Resumo: A force-based finite element formulation for the buckling analysis of two-layer composite beam structures with partial interaction is presented. The geometrically nonlinear beam elements possess a single flexible shear interface and each layer is modelled by means of Timoshenko's theory. The formulation relies on a hybrid variational principle of complementary energy only involving force/moment-like variables as fundamental unknown fields. The approximate field variables are selected such that all equilibrium differential equations are satisfied in strong form. The inter-element equilibrium, as well as Neumann boundary conditions are enforced by means of the Lagrangian-multiplier method. The accuracy and effectiveness of the proposed formulation is demonstrated through the analysis of several numerical tests.
id RCAP_096e2a8e849d7e0ee1bb1ff21f5b32fa
oai_identifier_str oai:repositorio.ipl.pt:10400.21/11867
network_acronym_str RCAP
network_name_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository_id_str 7160
spelling Buckling analysis of layered composite beams with interlayer slip: A force-based finite element formulationLayered beamsBuckling analysisTimoshenko theoryPartial interactionComplementary energyFinite elementsA force-based finite element formulation for the buckling analysis of two-layer composite beam structures with partial interaction is presented. The geometrically nonlinear beam elements possess a single flexible shear interface and each layer is modelled by means of Timoshenko's theory. The formulation relies on a hybrid variational principle of complementary energy only involving force/moment-like variables as fundamental unknown fields. The approximate field variables are selected such that all equilibrium differential equations are satisfied in strong form. The inter-element equilibrium, as well as Neumann boundary conditions are enforced by means of the Lagrangian-multiplier method. The accuracy and effectiveness of the proposed formulation is demonstrated through the analysis of several numerical tests.ElsevierRCIPLFreixial Argente Dos Santos, Hugo Alexandre2020-06-17T15:00:37Z2020-062020-06-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/10400.21/11867engSANTOS, Hugo A. F. A. – Buckling analysis of layered composite beams with interlayer slip: A force-based finite element formulation. Structures. ISSN 2352-0124. Vol. 25 (2020), pp. 542-5532352-012410.1016/j.istruc.2020.03.002metadata only accessinfo:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-08-03T10:03:40Zoai:repositorio.ipl.pt:10400.21/11867Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T20:20:02.180322Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Buckling analysis of layered composite beams with interlayer slip: A force-based finite element formulation
title Buckling analysis of layered composite beams with interlayer slip: A force-based finite element formulation
spellingShingle Buckling analysis of layered composite beams with interlayer slip: A force-based finite element formulation
Freixial Argente Dos Santos, Hugo Alexandre
Layered beams
Buckling analysis
Timoshenko theory
Partial interaction
Complementary energy
Finite elements
title_short Buckling analysis of layered composite beams with interlayer slip: A force-based finite element formulation
title_full Buckling analysis of layered composite beams with interlayer slip: A force-based finite element formulation
title_fullStr Buckling analysis of layered composite beams with interlayer slip: A force-based finite element formulation
title_full_unstemmed Buckling analysis of layered composite beams with interlayer slip: A force-based finite element formulation
title_sort Buckling analysis of layered composite beams with interlayer slip: A force-based finite element formulation
author Freixial Argente Dos Santos, Hugo Alexandre
author_facet Freixial Argente Dos Santos, Hugo Alexandre
author_role author
dc.contributor.none.fl_str_mv RCIPL
dc.contributor.author.fl_str_mv Freixial Argente Dos Santos, Hugo Alexandre
dc.subject.por.fl_str_mv Layered beams
Buckling analysis
Timoshenko theory
Partial interaction
Complementary energy
Finite elements
topic Layered beams
Buckling analysis
Timoshenko theory
Partial interaction
Complementary energy
Finite elements
description A force-based finite element formulation for the buckling analysis of two-layer composite beam structures with partial interaction is presented. The geometrically nonlinear beam elements possess a single flexible shear interface and each layer is modelled by means of Timoshenko's theory. The formulation relies on a hybrid variational principle of complementary energy only involving force/moment-like variables as fundamental unknown fields. The approximate field variables are selected such that all equilibrium differential equations are satisfied in strong form. The inter-element equilibrium, as well as Neumann boundary conditions are enforced by means of the Lagrangian-multiplier method. The accuracy and effectiveness of the proposed formulation is demonstrated through the analysis of several numerical tests.
publishDate 2020
dc.date.none.fl_str_mv 2020-06-17T15:00:37Z
2020-06
2020-06-01T00:00:00Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/10400.21/11867
url http://hdl.handle.net/10400.21/11867
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv SANTOS, Hugo A. F. A. – Buckling analysis of layered composite beams with interlayer slip: A force-based finite element formulation. Structures. ISSN 2352-0124. Vol. 25 (2020), pp. 542-553
2352-0124
10.1016/j.istruc.2020.03.002
dc.rights.driver.fl_str_mv metadata only access
info:eu-repo/semantics/openAccess
rights_invalid_str_mv metadata only access
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution RCAAP
reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
repository.mail.fl_str_mv
_version_ 1799133468588769280

Registros relacionados