Impact response of flying objects modeled by positional finite eement method
Autor(a) principal: | |
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Data de Publicação: | 2018 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UFRN |
Texto Completo: | https://repositorio.ufrn.br/handle/123456789/30793 |
Resumo: | This paper analyzes the dynamic response of space and plane trusses with geometrical and material nonlinear behaviors using di®erent time integration algorithms, considering an alternative Finite Element Method (FEM) formulation called positional FEM. Each algorithm is distinguished from each other by its speci ̄c form of position, velocity, acceleration and equilibrium equation concerning the stability, consistency, accuracy and e±ciency of solution. Particularly, the impact problems against rigid walls are analyzed considering Null-Penetration Condition. This formulation is based on the minimum potential energy theorem written according to the nodal positions, instead of the structural displacements. It has the advantage of simplicity when compared with the classical counterparts, since it does not necessarily reply on the corotational axes. Moreover, the performance of each temporal integration algorithm is evaluated by numerical simulations |
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Maciel, Daniel NelsonCavalcante, João Paulo de BarrosGreco, Marcelo2020-11-30T23:23:41Z2020-11-30T23:23:41Z2018-06CAVALCANTE, João Paulo de Barros; MACIEL, Daniel Nelson; GRECO, Marcelo. Impact response of flying objects modeled by positional finite element method. International Journal of Structural Stability and Dynamics, [S.L.], v. 18, n. 06, p. 1850076-1850076, jun. 2018. Disponível em: https://www.worldscientific.com/doi/abs/10.1142/S0219455418500761. Acesso em: 03 set. 2020. http://dx.doi.org/10.1142/s0219455418500761.1793-6764https://repositorio.ufrn.br/handle/123456789/3079310.1142/S0219455418500761World Scientific PublishingAttribution-NonCommercial-NoDerivs 3.0 Brazilhttp://creativecommons.org/licenses/by-nc-nd/3.0/br/info:eu-repo/semantics/openAccessContactYng objectImpactNonlinearityPositional formulationStabilityTemporal integrationImpact response of flying objects modeled by positional finite eement methodinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleThis paper analyzes the dynamic response of space and plane trusses with geometrical and material nonlinear behaviors using di®erent time integration algorithms, considering an alternative Finite Element Method (FEM) formulation called positional FEM. Each algorithm is distinguished from each other by its speci ̄c form of position, velocity, acceleration and equilibrium equation concerning the stability, consistency, accuracy and e±ciency of solution. Particularly, the impact problems against rigid walls are analyzed considering Null-Penetration Condition. This formulation is based on the minimum potential energy theorem written according to the nodal positions, instead of the structural displacements. It has the advantage of simplicity when compared with the classical counterparts, since it does not necessarily reply on the corotational axes. Moreover, the performance of each temporal integration algorithm is evaluated by numerical simulationsengreponame:Repositório Institucional da UFRNinstname:Universidade Federal do Rio Grande do Norte (UFRN)instacron:UFRNORIGINALImpactResponseOfFlying_MACIEL_2018.pdfImpactResponseOfFlying_MACIEL_2018.pdfapplication/pdf1044357https://repositorio.ufrn.br/bitstream/123456789/30793/1/ImpactResponseOfFlying_MACIEL_2018.pdfec5e3bd54c50391134126203bb773cc4MD51CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8811https://repositorio.ufrn.br/bitstream/123456789/30793/2/license_rdfe39d27027a6cc9cb039ad269a5db8e34MD52LICENSElicense.txtlicense.txttext/plain; charset=utf-81484https://repositorio.ufrn.br/bitstream/123456789/30793/3/license.txte9597aa2854d128fd968be5edc8a28d9MD53TEXTImpactResponseOfFlying_MACIEL_2018.pdf.txtImpactResponseOfFlying_MACIEL_2018.pdf.txtExtracted texttext/plain36332https://repositorio.ufrn.br/bitstream/123456789/30793/4/ImpactResponseOfFlying_MACIEL_2018.pdf.txt3cd1d752073280f18f820300ebe8abfeMD54THUMBNAILImpactResponseOfFlying_MACIEL_2018.pdf.jpgImpactResponseOfFlying_MACIEL_2018.pdf.jpgGenerated Thumbnailimage/jpeg1416https://repositorio.ufrn.br/bitstream/123456789/30793/5/ImpactResponseOfFlying_MACIEL_2018.pdf.jpg529389b5c3b474cdb9d3e98d3613e421MD55123456789/307932020-12-06 05:06:40.473oai:https://repositorio.ufrn.br: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Repositório de PublicaçõesPUBhttp://repositorio.ufrn.br/oai/opendoar:2020-12-06T08:06:40Repositório Institucional da UFRN - Universidade Federal do Rio Grande do Norte (UFRN)false |
dc.title.pt_BR.fl_str_mv |
Impact response of flying objects modeled by positional finite eement method |
title |
Impact response of flying objects modeled by positional finite eement method |
spellingShingle |
Impact response of flying objects modeled by positional finite eement method Maciel, Daniel Nelson Contact Yng object Impact Nonlinearity Positional formulation Stability Temporal integration |
title_short |
Impact response of flying objects modeled by positional finite eement method |
title_full |
Impact response of flying objects modeled by positional finite eement method |
title_fullStr |
Impact response of flying objects modeled by positional finite eement method |
title_full_unstemmed |
Impact response of flying objects modeled by positional finite eement method |
title_sort |
Impact response of flying objects modeled by positional finite eement method |
author |
Maciel, Daniel Nelson |
author_facet |
Maciel, Daniel Nelson Cavalcante, João Paulo de Barros Greco, Marcelo |
author_role |
author |
author2 |
Cavalcante, João Paulo de Barros Greco, Marcelo |
author2_role |
author author |
dc.contributor.author.fl_str_mv |
Maciel, Daniel Nelson Cavalcante, João Paulo de Barros Greco, Marcelo |
dc.subject.por.fl_str_mv |
Contact Yng object Impact Nonlinearity Positional formulation Stability Temporal integration |
topic |
Contact Yng object Impact Nonlinearity Positional formulation Stability Temporal integration |
description |
This paper analyzes the dynamic response of space and plane trusses with geometrical and material nonlinear behaviors using di®erent time integration algorithms, considering an alternative Finite Element Method (FEM) formulation called positional FEM. Each algorithm is distinguished from each other by its speci ̄c form of position, velocity, acceleration and equilibrium equation concerning the stability, consistency, accuracy and e±ciency of solution. Particularly, the impact problems against rigid walls are analyzed considering Null-Penetration Condition. This formulation is based on the minimum potential energy theorem written according to the nodal positions, instead of the structural displacements. It has the advantage of simplicity when compared with the classical counterparts, since it does not necessarily reply on the corotational axes. Moreover, the performance of each temporal integration algorithm is evaluated by numerical simulations |
publishDate |
2018 |
dc.date.issued.fl_str_mv |
2018-06 |
dc.date.accessioned.fl_str_mv |
2020-11-30T23:23:41Z |
dc.date.available.fl_str_mv |
2020-11-30T23:23:41Z |
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.citation.fl_str_mv |
CAVALCANTE, João Paulo de Barros; MACIEL, Daniel Nelson; GRECO, Marcelo. Impact response of flying objects modeled by positional finite element method. International Journal of Structural Stability and Dynamics, [S.L.], v. 18, n. 06, p. 1850076-1850076, jun. 2018. Disponível em: https://www.worldscientific.com/doi/abs/10.1142/S0219455418500761. Acesso em: 03 set. 2020. http://dx.doi.org/10.1142/s0219455418500761. |
dc.identifier.uri.fl_str_mv |
https://repositorio.ufrn.br/handle/123456789/30793 |
dc.identifier.issn.none.fl_str_mv |
1793-6764 |
dc.identifier.doi.none.fl_str_mv |
10.1142/S0219455418500761 |
identifier_str_mv |
CAVALCANTE, João Paulo de Barros; MACIEL, Daniel Nelson; GRECO, Marcelo. Impact response of flying objects modeled by positional finite element method. International Journal of Structural Stability and Dynamics, [S.L.], v. 18, n. 06, p. 1850076-1850076, jun. 2018. Disponível em: https://www.worldscientific.com/doi/abs/10.1142/S0219455418500761. Acesso em: 03 set. 2020. http://dx.doi.org/10.1142/s0219455418500761. 1793-6764 10.1142/S0219455418500761 |
url |
https://repositorio.ufrn.br/handle/123456789/30793 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.rights.driver.fl_str_mv |
Attribution-NonCommercial-NoDerivs 3.0 Brazil http://creativecommons.org/licenses/by-nc-nd/3.0/br/ info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
Attribution-NonCommercial-NoDerivs 3.0 Brazil http://creativecommons.org/licenses/by-nc-nd/3.0/br/ |
eu_rights_str_mv |
openAccess |
dc.publisher.none.fl_str_mv |
World Scientific Publishing |
publisher.none.fl_str_mv |
World Scientific Publishing |
dc.source.none.fl_str_mv |
reponame:Repositório Institucional da UFRN instname:Universidade Federal do Rio Grande do Norte (UFRN) instacron:UFRN |
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Universidade Federal do Rio Grande do Norte (UFRN) |
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UFRN |
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UFRN |
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Repositório Institucional da UFRN |
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