Impact response of flying objects modeled by positional finite eement method

Detalhes bibliográficos
Autor(a) principal: Maciel, Daniel Nelson
Data de Publicação: 2018
Outros Autores: Cavalcante, João Paulo de Barros, Greco, Marcelo
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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spelling 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:123456789/30793Tk9OLUVYQ0xVU0lWRSBESVNUUklCVVRJT04gTElDRU5TRQoKCkJ5IHNpZ25pbmcgYW5kIGRlbGl2ZXJpbmcgdGhpcyBsaWNlbnNlLCBNci4gKGF1dGhvciBvciBjb3B5cmlnaHQgaG9sZGVyKToKCgphKSBHcmFudHMgdGhlIFVuaXZlcnNpZGFkZSBGZWRlcmFsIFJpbyBHcmFuZGUgZG8gTm9ydGUgdGhlIG5vbi1leGNsdXNpdmUgcmlnaHQgb2YKcmVwcm9kdWNlLCBjb252ZXJ0IChhcyBkZWZpbmVkIGJlbG93KSwgY29tbXVuaWNhdGUgYW5kIC8gb3IKZGlzdHJpYnV0ZSB0aGUgZGVsaXZlcmVkIGRvY3VtZW50IChpbmNsdWRpbmcgYWJzdHJhY3QgLyBhYnN0cmFjdCkgaW4KZGlnaXRhbCBvciBwcmludGVkIGZvcm1hdCBhbmQgaW4gYW55IG1lZGl1bS4KCmIpIERlY2xhcmVzIHRoYXQgdGhlIGRvY3VtZW50IHN1Ym1pdHRlZCBpcyBpdHMgb3JpZ2luYWwgd29yaywgYW5kIHRoYXQKeW91IGhhdmUgdGhlIHJpZ2h0IHRvIGdyYW50IHRoZSByaWdodHMgY29udGFpbmVkIGluIHRoaXMgbGljZW5zZS4gRGVjbGFyZXMKdGhhdCB0aGUgZGVsaXZlcnkgb2YgdGhlIGRvY3VtZW50IGRvZXMgbm90IGluZnJpbmdlLCBhcyBmYXIgYXMgaXQgaXMKdGhlIHJpZ2h0cyBvZiBhbnkgb3RoZXIgcGVyc29uIG9yIGVudGl0eS4KCmMpIElmIHRoZSBkb2N1bWVudCBkZWxpdmVyZWQgY29udGFpbnMgbWF0ZXJpYWwgd2hpY2ggZG9lcyBub3QKcmlnaHRzLCBkZWNsYXJlcyB0aGF0IGl0IGhhcyBvYnRhaW5lZCBhdXRob3JpemF0aW9uIGZyb20gdGhlIGhvbGRlciBvZiB0aGUKY29weXJpZ2h0IHRvIGdyYW50IHRoZSBVbml2ZXJzaWRhZGUgRmVkZXJhbCBkbyBSaW8gR3JhbmRlIGRvIE5vcnRlIHRoZSByaWdodHMgcmVxdWlyZWQgYnkgdGhpcyBsaWNlbnNlLCBhbmQgdGhhdCB0aGlzIG1hdGVyaWFsIHdob3NlIHJpZ2h0cyBhcmUgb2YKdGhpcmQgcGFydGllcyBpcyBjbGVhcmx5IGlkZW50aWZpZWQgYW5kIHJlY29nbml6ZWQgaW4gdGhlIHRleHQgb3IKY29udGVudCBvZiB0aGUgZG9jdW1lbnQgZGVsaXZlcmVkLgoKSWYgdGhlIGRvY3VtZW50IHN1Ym1pdHRlZCBpcyBiYXNlZCBvbiBmdW5kZWQgb3Igc3VwcG9ydGVkIHdvcmsKYnkgYW5vdGhlciBpbnN0aXR1dGlvbiBvdGhlciB0aGFuIHRoZSBVbml2ZXJzaWRhZGUgRmVkZXJhbCBkbyBSaW8gR3JhbmRlIGRvIE5vcnRlLCBkZWNsYXJlcyB0aGF0IGl0IGhhcyBmdWxmaWxsZWQgYW55IG9ibGlnYXRpb25zIHJlcXVpcmVkIGJ5IHRoZSByZXNwZWN0aXZlIGFncmVlbWVudCBvciBhZ3JlZW1lbnQuCgpUaGUgVW5pdmVyc2lkYWRlIEZlZGVyYWwgZG8gUmlvIEdyYW5kZSBkbyBOb3J0ZSB3aWxsIGNsZWFybHkgaWRlbnRpZnkgaXRzIG5hbWUgKHMpIGFzIHRoZSBhdXRob3IgKHMpIG9yIGhvbGRlciAocykgb2YgdGhlIGRvY3VtZW50J3MgcmlnaHRzCmRlbGl2ZXJlZCwgYW5kIHdpbGwgbm90IG1ha2UgYW55IGNoYW5nZXMsIG90aGVyIHRoYW4gdGhvc2UgcGVybWl0dGVkIGJ5CnRoaXMgbGljZW5zZQo=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
instname_str Universidade Federal do Rio Grande do Norte (UFRN)
instacron_str UFRN
institution UFRN
reponame_str Repositório Institucional da UFRN
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