In EDS ansehen

Simulation Model for Indirect Tensile Test of Asphalt Mixtures via Discrete Elements.

Gespeichert in:
Bibliographische Detailangaben
Titel: Simulation Model for Indirect Tensile Test of Asphalt Mixtures via Discrete Elements.
Alternate Title: Modelo de simulación de ensayos de tracción indirecta en mezclas asfálticas mediante elementos discretos. (Spanish)
Autoren: Guerrero-Torres, Diego F., Cruz, Lucio G.
Quelle: Revista Ingeniería e Investigación; Aug2025, Vol. 45 Issue 2, p1-11, 11p
Schlagwörter: SIMULATION methods & models, TENSILE tests, ASPHALT emulsion mixtures, MECHANICAL behavior of materials, MODEL validation, DISCRETE element method, MICROSOFT Visual Basic (Computer program language)
Geografische Kategorien: COLOMBIA
Abstract (English): This paper describes the planning, development, programming, and validation of a computational model based on the discrete element method, which was implemented to simulate, considering specific mechanical parameters in two dimensions, the indirect tension on cylindrical specimens of asphalt mixtures. The proposed software was developed in the Visual Basic. Net programming language, aiming to generate source code and an execution environment that is user-friendly and easy to understand while allowing for improvements or adaptations. The indirect tensile strength test of the analyzed asphalt mixtures was approximated based on compression forces and diametral deformation relationships, according to the regulations of the Colombian National Road Institute. As a complement to this project, the computational model was validated, comparing its simulated results against experimental data on manufactured asphalt materials typically used for the road infrastructure of Colombia's south-west. The simulated values fell within the order of magnitude and trend of the experimental results for the analyzed asphalt material, so it was concluded that the mathematical and computational model can reasonably replicate laboratory data. [ABSTRACT FROM AUTHOR]
Abstract (Spanish): Este artículo describe la planificación, el desarrollo, la programación y la validación de un modelo computacional basado en el método de elementos discretos, el cual fue implementado para simular, considerando parámetros mecánicos específicos en dos dimensiones, la tensión indirecta en especímenes cilíndricos de mezclas asfálticas. El software propuesto fue desarrollado en el lenguaje de programación Visual Basic. Net, con el propósito de generar un código fuente y un entorno de ejecución que fueran fáciles de usar y comprender, al tiempo que permitieran mejoras o adaptaciones. La resistencia a la tracción indirecta de las mezclas asfálticas analizadas se aproximó a partir de fuerzas de compresión y relaciones de deformación diametral, de acuerdo con la normativa del Instituto Nacional de Vías de Colombia. Como complemento de este proyecto, se validó el modelo computacional mediante la comparación de sus resultados simulados con datos experimentales de materiales asfálticos fabricados y típicamente empleados en la infraestructura vial del suroccidente colombiano. Los valores simulados se ubicaron dentro del mismo orden de magnitud y la misma tendencia de los resultados experimentales para el material asfáltico analizado, por lo que se concluyó que el modelo matemático y computacional puede replicar razonablemente los datos de laboratorio. [ABSTRACT FROM AUTHOR]
Copyright of Revista Ingeniería e Investigación is the property of Universidad Nacional de Colombia, Facultad de Ingenieraia and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
Datenbank: Complementary Index
FullText Text:
  Availability: 0
CustomLinks:
  – Url: https://resolver.ebscohost.com/openurl?sid=EBSCO:edb&genre=article&issn=01205609&ISBN=&volume=45&issue=2&date=20250801&spage=1&pages=1-11&title=Revista Ingeniería e Investigación&atitle=Simulation%20Model%20for%20Indirect%20Tensile%20Test%20of%20Asphalt%20Mixtures%20via%20Discrete%20Elements.&aulast=Guerrero-Torres%2C%20Diego%20F.&id=DOI:10.15446/ing.investig.116003
    Name: Full Text Finder
    Category: fullText
    Text: Full Text Finder
    Icon: https://imageserver.ebscohost.com/branding/images/FTF.gif
    MouseOverText: Full Text Finder
  – Url: https://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=EBSCO&SrcAuth=EBSCO&DestApp=WOS&ServiceName=TransferToWoS&DestLinkType=GeneralSearchSummary&Func=Links&author=Guerrero-Torres%20DF
    Name: ISI
    Category: fullText
    Text: Nájsť tento článok vo Web of Science
    Icon: https://imagesrvr.epnet.com/ls/20docs.gif
    MouseOverText: Nájsť tento článok vo Web of Science
Header DbId: edb
DbLabel: Complementary Index
An: 190880025
RelevancyScore: 1060
AccessLevel: 6
PubType: Academic Journal
PubTypeId: academicJournal
PreciseRelevancyScore: 1060.486328125
IllustrationInfo
Items – Name: Title
  Label: Title
  Group: Ti
  Data: Simulation Model for Indirect Tensile Test of Asphalt Mixtures via Discrete Elements.
– Name: TitleAlt
  Label: Alternate Title
  Group: TiAlt
  Data: Modelo de simulación de ensayos de tracción indirecta en mezclas asfálticas mediante elementos discretos. (Spanish)
– Name: Author
  Label: Authors
  Group: Au
  Data: <searchLink fieldCode="AR" term="%22Guerrero-Torres%2C+Diego+F%2E%22">Guerrero-Torres, Diego F.</searchLink><br /><searchLink fieldCode="AR" term="%22Cruz%2C+Lucio+G%2E%22">Cruz, Lucio G.</searchLink>
– Name: TitleSource
  Label: Source
  Group: Src
  Data: Revista Ingeniería e Investigación; Aug2025, Vol. 45 Issue 2, p1-11, 11p
– Name: Subject
  Label: Subject Terms
  Group: Su
  Data: <searchLink fieldCode="DE" term="%22SIMULATION+methods+%26+models%22">SIMULATION methods & models</searchLink><br /><searchLink fieldCode="DE" term="%22TENSILE+tests%22">TENSILE tests</searchLink><br /><searchLink fieldCode="DE" term="%22ASPHALT+emulsion+mixtures%22">ASPHALT emulsion mixtures</searchLink><br /><searchLink fieldCode="DE" term="%22MECHANICAL+behavior+of+materials%22">MECHANICAL behavior of materials</searchLink><br /><searchLink fieldCode="DE" term="%22MODEL+validation%22">MODEL validation</searchLink><br /><searchLink fieldCode="DE" term="%22DISCRETE+element+method%22">DISCRETE element method</searchLink><br /><searchLink fieldCode="DE" term="%22MICROSOFT+Visual+Basic+%28Computer+program+language%29%22">MICROSOFT Visual Basic (Computer program language)</searchLink>
– Name: SubjectGeographic
  Label: Geographic Terms
  Group: Su
  Data: <searchLink fieldCode="DE" term="%22COLOMBIA%22">COLOMBIA</searchLink>
– Name: AbstractNonEng
  Label: Abstract (English)
  Group: Ab
  Data: This paper describes the planning, development, programming, and validation of a computational model based on the discrete element method, which was implemented to simulate, considering specific mechanical parameters in two dimensions, the indirect tension on cylindrical specimens of asphalt mixtures. The proposed software was developed in the Visual Basic. Net programming language, aiming to generate source code and an execution environment that is user-friendly and easy to understand while allowing for improvements or adaptations. The indirect tensile strength test of the analyzed asphalt mixtures was approximated based on compression forces and diametral deformation relationships, according to the regulations of the Colombian National Road Institute. As a complement to this project, the computational model was validated, comparing its simulated results against experimental data on manufactured asphalt materials typically used for the road infrastructure of Colombia's south-west. The simulated values fell within the order of magnitude and trend of the experimental results for the analyzed asphalt material, so it was concluded that the mathematical and computational model can reasonably replicate laboratory data. [ABSTRACT FROM AUTHOR]
– Name: AbstractNonEng
  Label: Abstract (Spanish)
  Group: Ab
  Data: Este artículo describe la planificación, el desarrollo, la programación y la validación de un modelo computacional basado en el método de elementos discretos, el cual fue implementado para simular, considerando parámetros mecánicos específicos en dos dimensiones, la tensión indirecta en especímenes cilíndricos de mezclas asfálticas. El software propuesto fue desarrollado en el lenguaje de programación Visual Basic. Net, con el propósito de generar un código fuente y un entorno de ejecución que fueran fáciles de usar y comprender, al tiempo que permitieran mejoras o adaptaciones. La resistencia a la tracción indirecta de las mezclas asfálticas analizadas se aproximó a partir de fuerzas de compresión y relaciones de deformación diametral, de acuerdo con la normativa del Instituto Nacional de Vías de Colombia. Como complemento de este proyecto, se validó el modelo computacional mediante la comparación de sus resultados simulados con datos experimentales de materiales asfálticos fabricados y típicamente empleados en la infraestructura vial del suroccidente colombiano. Los valores simulados se ubicaron dentro del mismo orden de magnitud y la misma tendencia de los resultados experimentales para el material asfáltico analizado, por lo que se concluyó que el modelo matemático y computacional puede replicar razonablemente los datos de laboratorio. [ABSTRACT FROM AUTHOR]
– Name: Abstract
  Label:
  Group: Ab
  Data: <i>Copyright of Revista Ingeniería e Investigación is the property of Universidad Nacional de Colombia, Facultad de Ingenieraia and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
PLink https://erproxy.cvtisr.sk/sfx/access?url=https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=edb&AN=190880025
RecordInfo BibRecord:
  BibEntity:
    Identifiers:
      – Type: doi
        Value: 10.15446/ing.investig.116003
    Languages:
      – Code: eng
        Text: English
    PhysicalDescription:
      Pagination:
        PageCount: 11
        StartPage: 1
    Subjects:
      – SubjectFull: COLOMBIA
        Type: general
      – SubjectFull: SIMULATION methods & models
        Type: general
      – SubjectFull: TENSILE tests
        Type: general
      – SubjectFull: ASPHALT emulsion mixtures
        Type: general
      – SubjectFull: MECHANICAL behavior of materials
        Type: general
      – SubjectFull: MODEL validation
        Type: general
      – SubjectFull: DISCRETE element method
        Type: general
      – SubjectFull: MICROSOFT Visual Basic (Computer program language)
        Type: general
    Titles:
      – TitleFull: Simulation Model for Indirect Tensile Test of Asphalt Mixtures via Discrete Elements.
        Type: main
  BibRelationships:
    HasContributorRelationships:
      – PersonEntity:
          Name:
            NameFull: Guerrero-Torres, Diego F.
      – PersonEntity:
          Name:
            NameFull: Cruz, Lucio G.
    IsPartOfRelationships:
      – BibEntity:
          Dates:
            – D: 01
              M: 08
              Text: Aug2025
              Type: published
              Y: 2025
          Identifiers:
            – Type: issn-print
              Value: 01205609
          Numbering:
            – Type: volume
              Value: 45
            – Type: issue
              Value: 2
          Titles:
            – TitleFull: Revista Ingeniería e Investigación
              Type: main
ResultId 1