[Retracted] Effect of a dual tire pressure on the design parameters of thick asphalt pavements using finite element freeware

The effect of a dual tire pressure on the design parameters of thick asphalt pavements using finite element freeware EverStressFE©1.0 is evaluated. This is trying to represent more adjusted the footprint shape and intensity of stress generated by the tires of vehicles. To validate the elastic multil...

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Autores:
Pallares Muñoz, Myriam Rocío
Pulecio-Díaz, Julián Andrés
Tipo de recurso:
Article of journal
Fecha de publicación:
2016
Institución:
Universidad Nacional de Colombia
Repositorio:
Universidad Nacional de Colombia
Idioma:
spa
OAI Identifier:
oai:repositorio.unal.edu.co:unal/60563
Acceso en línea:
https://repositorio.unal.edu.co/handle/unal/60563
http://bdigital.unal.edu.co/58895/
Palabra clave:
62 Ingeniería y operaciones afines / Engineering
EverStressFE©1.0
EverStress©5.0
three-dimensional modeling of pavements
contact area
tire tread
tire-footprint-pressuredistribution
free-software pavement modeling.
Rights
openAccess
License
Atribución-NoComercial 4.0 Internacional
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spelling Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Pallares Muñoz, Myriam Rocíofe461ed1-2fc3-40a3-a7b6-09a8690b555a300Pulecio-Díaz, Julián Andrésdac94a15-d4d3-4f08-b908-3ce50d4c00733002019-07-02T18:36:26Z2019-07-02T18:36:26Z2016-03-01ISSN: 2346-2183https://repositorio.unal.edu.co/handle/unal/60563http://bdigital.unal.edu.co/58895/The effect of a dual tire pressure on the design parameters of thick asphalt pavements using finite element freeware EverStressFE©1.0 is evaluated. This is trying to represent more adjusted the footprint shape and intensity of stress generated by the tires of vehicles. To validate the elastic multilayer EverStress©5.0 software was used. The results of the deformations can be concluded that the asphalt pavement designs made with analytical methods may be slightly oversized and consequently increase the cost of construction of pavements. This study marks a route to analyze the sensitivity of various factors that may affect the design of asphalt pavements. Future research is expected to integrate dynamic conditions by introducing results of field tests to full scale.application/pdfspaUniversidad Nacional de Colombia (Sede Medellín). Facultad de Minas.https://revistas.unal.edu.co/index.php/dyna/article/view/52200Universidad Nacional de Colombia Revistas electrónicas UN DynaDynaPallares Muñoz, Myriam Rocío and Pulecio-Díaz, Julián Andrés (2016) [Retracted] Effect of a dual tire pressure on the design parameters of thick asphalt pavements using finite element freeware. DYNA, 83 (196). pp. 194-203. ISSN 2346-218362 Ingeniería y operaciones afines / EngineeringEverStressFE©1.0EverStress©5.0three-dimensional modeling of pavementscontact areatire treadtire-footprint-pressuredistributionfree-software pavement modeling.[Retracted] Effect of a dual tire pressure on the design parameters of thick asphalt pavements using finite element freewareArtículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTORIGINAL52200-355034-1-PB.pdfapplication/pdf4703744https://repositorio.unal.edu.co/bitstream/unal/60563/1/52200-355034-1-PB.pdfd9216e3e5a2bdbd60aed36870c2d107fMD51THUMBNAIL52200-355034-1-PB.pdf.jpg52200-355034-1-PB.pdf.jpgGenerated Thumbnailimage/jpeg10546https://repositorio.unal.edu.co/bitstream/unal/60563/2/52200-355034-1-PB.pdf.jpg6f1fdca91cf7cf452fcce46a51b0293cMD52unal/60563oai:repositorio.unal.edu.co:unal/605632023-04-07 23:04:55.727Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co
dc.title.spa.fl_str_mv [Retracted] Effect of a dual tire pressure on the design parameters of thick asphalt pavements using finite element freeware
title [Retracted] Effect of a dual tire pressure on the design parameters of thick asphalt pavements using finite element freeware
spellingShingle [Retracted] Effect of a dual tire pressure on the design parameters of thick asphalt pavements using finite element freeware
62 Ingeniería y operaciones afines / Engineering
EverStressFE©1.0
EverStress©5.0
three-dimensional modeling of pavements
contact area
tire tread
tire-footprint-pressuredistribution
free-software pavement modeling.
title_short [Retracted] Effect of a dual tire pressure on the design parameters of thick asphalt pavements using finite element freeware
title_full [Retracted] Effect of a dual tire pressure on the design parameters of thick asphalt pavements using finite element freeware
title_fullStr [Retracted] Effect of a dual tire pressure on the design parameters of thick asphalt pavements using finite element freeware
title_full_unstemmed [Retracted] Effect of a dual tire pressure on the design parameters of thick asphalt pavements using finite element freeware
title_sort [Retracted] Effect of a dual tire pressure on the design parameters of thick asphalt pavements using finite element freeware
dc.creator.fl_str_mv Pallares Muñoz, Myriam Rocío
Pulecio-Díaz, Julián Andrés
dc.contributor.author.spa.fl_str_mv Pallares Muñoz, Myriam Rocío
Pulecio-Díaz, Julián Andrés
dc.subject.ddc.spa.fl_str_mv 62 Ingeniería y operaciones afines / Engineering
topic 62 Ingeniería y operaciones afines / Engineering
EverStressFE©1.0
EverStress©5.0
three-dimensional modeling of pavements
contact area
tire tread
tire-footprint-pressuredistribution
free-software pavement modeling.
dc.subject.proposal.spa.fl_str_mv EverStressFE©1.0
EverStress©5.0
three-dimensional modeling of pavements
contact area
tire tread
tire-footprint-pressuredistribution
free-software pavement modeling.
description The effect of a dual tire pressure on the design parameters of thick asphalt pavements using finite element freeware EverStressFE©1.0 is evaluated. This is trying to represent more adjusted the footprint shape and intensity of stress generated by the tires of vehicles. To validate the elastic multilayer EverStress©5.0 software was used. The results of the deformations can be concluded that the asphalt pavement designs made with analytical methods may be slightly oversized and consequently increase the cost of construction of pavements. This study marks a route to analyze the sensitivity of various factors that may affect the design of asphalt pavements. Future research is expected to integrate dynamic conditions by introducing results of field tests to full scale.
publishDate 2016
dc.date.issued.spa.fl_str_mv 2016-03-01
dc.date.accessioned.spa.fl_str_mv 2019-07-02T18:36:26Z
dc.date.available.spa.fl_str_mv 2019-07-02T18:36:26Z
dc.type.spa.fl_str_mv Artículo de revista
dc.type.coar.fl_str_mv http://purl.org/coar/resource_type/c_2df8fbb1
dc.type.driver.spa.fl_str_mv info:eu-repo/semantics/article
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dc.type.coarversion.spa.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.content.spa.fl_str_mv Text
dc.type.redcol.spa.fl_str_mv http://purl.org/redcol/resource_type/ART
format http://purl.org/coar/resource_type/c_6501
status_str publishedVersion
dc.identifier.issn.spa.fl_str_mv ISSN: 2346-2183
dc.identifier.uri.none.fl_str_mv https://repositorio.unal.edu.co/handle/unal/60563
dc.identifier.eprints.spa.fl_str_mv http://bdigital.unal.edu.co/58895/
identifier_str_mv ISSN: 2346-2183
url https://repositorio.unal.edu.co/handle/unal/60563
http://bdigital.unal.edu.co/58895/
dc.language.iso.spa.fl_str_mv spa
language spa
dc.relation.spa.fl_str_mv https://revistas.unal.edu.co/index.php/dyna/article/view/52200
dc.relation.ispartof.spa.fl_str_mv Universidad Nacional de Colombia Revistas electrónicas UN Dyna
Dyna
dc.relation.references.spa.fl_str_mv Pallares Muñoz, Myriam Rocío and Pulecio-Díaz, Julián Andrés (2016) [Retracted] Effect of a dual tire pressure on the design parameters of thick asphalt pavements using finite element freeware. DYNA, 83 (196). pp. 194-203. ISSN 2346-2183
dc.rights.spa.fl_str_mv Derechos reservados - Universidad Nacional de Colombia
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.license.spa.fl_str_mv Atribución-NoComercial 4.0 Internacional
dc.rights.uri.spa.fl_str_mv http://creativecommons.org/licenses/by-nc/4.0/
dc.rights.accessrights.spa.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv Atribución-NoComercial 4.0 Internacional
Derechos reservados - Universidad Nacional de Colombia
http://creativecommons.org/licenses/by-nc/4.0/
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.format.mimetype.spa.fl_str_mv application/pdf
dc.publisher.spa.fl_str_mv Universidad Nacional de Colombia (Sede Medellín). Facultad de Minas.
institution Universidad Nacional de Colombia
bitstream.url.fl_str_mv https://repositorio.unal.edu.co/bitstream/unal/60563/1/52200-355034-1-PB.pdf
https://repositorio.unal.edu.co/bitstream/unal/60563/2/52200-355034-1-PB.pdf.jpg
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repository.name.fl_str_mv Repositorio Institucional Universidad Nacional de Colombia
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