Rheological model of creep and relaxation in asphaltic mixtures using the transformed Carson Laplace, MAXIMA and Maple
In this article, the results of a creep and relaxation studies in asphalt mixtures are presented. Initially, a description of the conceptual model of the material and the details of the viscoelastic characterization in asphalt mixtures using the Creep test are shown. Then, the creep phenomenon is re...
- Autores:
-
Rodríguez Calderón, Wilson
Pallares M.M.R.
Pulecio Diaz, Julian Andres
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2019
- Institución:
- Universidad Cooperativa de Colombia
- Repositorio:
- Repositorio UCC
- Idioma:
- OAI Identifier:
- oai:repository.ucc.edu.co:20.500.12494/41634
- Acceso en línea:
- https://doi.org/10.1186/s12906-019-2695-1
http://www.ccsenet.org/journal/index.php/gjhs/article/view/75881
https://hdl.handle.net/20.500.12494/41634
- Palabra clave:
- Asphalt mix
Carson-Laplace transform
Creep
Maxima
Relaxation
- Rights
- closedAccess
- License
- http://purl.org/coar/access_right/c_14cb
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Rodríguez Calderón, WilsonPallares M.M.R.Pulecio Diaz, Julian Andres2021-12-16T22:15:40Z2021-12-16T22:15:40Z2019https://doi.org/10.1186/s12906-019-2695-1http://www.ccsenet.org/journal/index.php/gjhs/article/view/7588118196608https://hdl.handle.net/20.500.12494/41634Rodríguez CW,Pallares MMR,Díaz JAP. Rheological model of creep and relaxation in asphaltic mixtures using the transformed Carson Laplace, MAXIMA and Maple. ARPN J. Eng. Appl. Sci. 2019. 14. (2):p. 539-543. .In this article, the results of a creep and relaxation studies in asphalt mixtures are presented. Initially, a description of the conceptual model of the material and the details of the viscoelastic characterization in asphalt mixtures using the Creep test are shown. Then, the creep phenomenon is represented using a generalized Kelvin model with calibrated parameters [9]; also the relaxation model is developed using the direct and inverse transformation of Carson Laplace. For the modeling process of the two phenomena, a symbolic calculation code was programmed using MAXIMA-CAS and Maple software. Finally, we conclude that the generalized Kelvin rheological model fits the Creep laboratory data, and, the calculated relaxation function simulates the phenomenon correctly. This function was also compared with the approximate analytical model of Schapery (1965) and the result data were satisfactory. © 2006-2019 Asian Research Publishing Network (ARPN).0000-0001-6924-7034julian.puleciod@campusucc.edu.co543-539Asian Research Publishing Network (ARPN)Asphalt mixCarson-Laplace transformCreepMaximaRelaxationRheological model of creep and relaxation in asphaltic mixtures using the transformed Carson Laplace, MAXIMA and MapleArtículohttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/publishedVersionARPN Journal of Engineering and Applied Sciencesinfo:eu-repo/semantics/closedAccesshttp://purl.org/coar/access_right/c_14cbPublication20.500.12494/41634oai:repository.ucc.edu.co:20.500.12494/416342024-08-20 16:21:58.55metadata.onlyhttps://repository.ucc.edu.coRepositorio Institucional Universidad Cooperativa de Colombiabdigital@metabiblioteca.com |
dc.title.spa.fl_str_mv |
Rheological model of creep and relaxation in asphaltic mixtures using the transformed Carson Laplace, MAXIMA and Maple |
title |
Rheological model of creep and relaxation in asphaltic mixtures using the transformed Carson Laplace, MAXIMA and Maple |
spellingShingle |
Rheological model of creep and relaxation in asphaltic mixtures using the transformed Carson Laplace, MAXIMA and Maple Asphalt mix Carson-Laplace transform Creep Maxima Relaxation |
title_short |
Rheological model of creep and relaxation in asphaltic mixtures using the transformed Carson Laplace, MAXIMA and Maple |
title_full |
Rheological model of creep and relaxation in asphaltic mixtures using the transformed Carson Laplace, MAXIMA and Maple |
title_fullStr |
Rheological model of creep and relaxation in asphaltic mixtures using the transformed Carson Laplace, MAXIMA and Maple |
title_full_unstemmed |
Rheological model of creep and relaxation in asphaltic mixtures using the transformed Carson Laplace, MAXIMA and Maple |
title_sort |
Rheological model of creep and relaxation in asphaltic mixtures using the transformed Carson Laplace, MAXIMA and Maple |
dc.creator.fl_str_mv |
Rodríguez Calderón, Wilson Pallares M.M.R. Pulecio Diaz, Julian Andres |
dc.contributor.author.none.fl_str_mv |
Rodríguez Calderón, Wilson Pallares M.M.R. Pulecio Diaz, Julian Andres |
dc.subject.spa.fl_str_mv |
Asphalt mix Carson-Laplace transform Creep Maxima Relaxation |
topic |
Asphalt mix Carson-Laplace transform Creep Maxima Relaxation |
description |
In this article, the results of a creep and relaxation studies in asphalt mixtures are presented. Initially, a description of the conceptual model of the material and the details of the viscoelastic characterization in asphalt mixtures using the Creep test are shown. Then, the creep phenomenon is represented using a generalized Kelvin model with calibrated parameters [9]; also the relaxation model is developed using the direct and inverse transformation of Carson Laplace. For the modeling process of the two phenomena, a symbolic calculation code was programmed using MAXIMA-CAS and Maple software. Finally, we conclude that the generalized Kelvin rheological model fits the Creep laboratory data, and, the calculated relaxation function simulates the phenomenon correctly. This function was also compared with the approximate analytical model of Schapery (1965) and the result data were satisfactory. © 2006-2019 Asian Research Publishing Network (ARPN). |
publishDate |
2019 |
dc.date.issued.none.fl_str_mv |
2019 |
dc.date.accessioned.none.fl_str_mv |
2021-12-16T22:15:40Z |
dc.date.available.none.fl_str_mv |
2021-12-16T22:15:40Z |
dc.type.none.fl_str_mv |
Artículo |
dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
dc.type.coar.none.fl_str_mv |
http://purl.org/coar/resource_type/c_6501 |
dc.type.coarversion.none.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
dc.type.driver.none.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.redcol.none.fl_str_mv |
http://purl.org/redcol/resource_type/ART |
dc.type.version.none.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
format |
http://purl.org/coar/resource_type/c_6501 |
status_str |
publishedVersion |
dc.identifier.none.fl_str_mv |
https://doi.org/10.1186/s12906-019-2695-1 http://www.ccsenet.org/journal/index.php/gjhs/article/view/75881 |
dc.identifier.issn.spa.fl_str_mv |
18196608 |
dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/20.500.12494/41634 |
dc.identifier.bibliographicCitation.spa.fl_str_mv |
Rodríguez CW,Pallares MMR,Díaz JAP. Rheological model of creep and relaxation in asphaltic mixtures using the transformed Carson Laplace, MAXIMA and Maple. ARPN J. Eng. Appl. Sci. 2019. 14. (2):p. 539-543. . |
url |
https://doi.org/10.1186/s12906-019-2695-1 http://www.ccsenet.org/journal/index.php/gjhs/article/view/75881 https://hdl.handle.net/20.500.12494/41634 |
identifier_str_mv |
18196608 Rodríguez CW,Pallares MMR,Díaz JAP. Rheological model of creep and relaxation in asphaltic mixtures using the transformed Carson Laplace, MAXIMA and Maple. ARPN J. Eng. Appl. Sci. 2019. 14. (2):p. 539-543. . |
dc.relation.ispartofjournal.spa.fl_str_mv |
ARPN Journal of Engineering and Applied Sciences |
dc.rights.accessrights.none.fl_str_mv |
info:eu-repo/semantics/closedAccess |
dc.rights.coar.none.fl_str_mv |
http://purl.org/coar/access_right/c_14cb |
eu_rights_str_mv |
closedAccess |
rights_invalid_str_mv |
http://purl.org/coar/access_right/c_14cb |
dc.format.extent.spa.fl_str_mv |
543-539 |
dc.publisher.spa.fl_str_mv |
Asian Research Publishing Network (ARPN) |
institution |
Universidad Cooperativa de Colombia |
repository.name.fl_str_mv |
Repositorio Institucional Universidad Cooperativa de Colombia |
repository.mail.fl_str_mv |
bdigital@metabiblioteca.com |
_version_ |
1814247204152410112 |