Effect of incorporation of recycled polypropylene plastic on mechanical properties of concrete

The use of recyclable materials in construction has become a key factor for cost reduction, the improvement of some mechanical conditions in materials, and, at the same time, has represented a major contribution to the solution of environmental problems related to pollution generated by solid waste....

Full description

Autores:
Verbel Almario, Camilo
Mora, Otto
Mattos-Rodríguez, Adriana
Figueroa Loaiza, Miguel
Borrero Restrepo, Diego
Suarez Maldonado, Randy
Fresneda Saldarriaga, Cesar Alejandro
Gaitán Millán, Slyder
Vargas Urueta, Selene
Naranjo, Tulio
Tipo de recurso:
Article of investigation
Fecha de publicación:
2024
Institución:
Corporación Universidad de la Costa
Repositorio:
REDICUC - Repositorio CUC
Idioma:
eng
OAI Identifier:
oai:repositorio.cuc.edu.co:11323/13555
Acceso en línea:
https://hdl.handle.net/11323/13555
https://repositorio.cuc.edu.co/
Palabra clave:
Polypropylene
Aggregates
Concrete
Compressive strength
Flexural strength
Rights
openAccess
License
Atribución 4.0 Internacional (CC BY 4.0)
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network_acronym_str RCUC2
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repository_id_str
dc.title.eng.fl_str_mv Effect of incorporation of recycled polypropylene plastic on mechanical properties of concrete
title Effect of incorporation of recycled polypropylene plastic on mechanical properties of concrete
spellingShingle Effect of incorporation of recycled polypropylene plastic on mechanical properties of concrete
Polypropylene
Aggregates
Concrete
Compressive strength
Flexural strength
title_short Effect of incorporation of recycled polypropylene plastic on mechanical properties of concrete
title_full Effect of incorporation of recycled polypropylene plastic on mechanical properties of concrete
title_fullStr Effect of incorporation of recycled polypropylene plastic on mechanical properties of concrete
title_full_unstemmed Effect of incorporation of recycled polypropylene plastic on mechanical properties of concrete
title_sort Effect of incorporation of recycled polypropylene plastic on mechanical properties of concrete
dc.creator.fl_str_mv Verbel Almario, Camilo
Mora, Otto
Mattos-Rodríguez, Adriana
Figueroa Loaiza, Miguel
Borrero Restrepo, Diego
Suarez Maldonado, Randy
Fresneda Saldarriaga, Cesar Alejandro
Gaitán Millán, Slyder
Vargas Urueta, Selene
Naranjo, Tulio
dc.contributor.author.none.fl_str_mv Verbel Almario, Camilo
Mora, Otto
Mattos-Rodríguez, Adriana
Figueroa Loaiza, Miguel
Borrero Restrepo, Diego
Suarez Maldonado, Randy
Fresneda Saldarriaga, Cesar Alejandro
Gaitán Millán, Slyder
Vargas Urueta, Selene
Naranjo, Tulio
dc.subject.proposal.eng.fl_str_mv Polypropylene
Aggregates
Concrete
Compressive strength
Flexural strength
topic Polypropylene
Aggregates
Concrete
Compressive strength
Flexural strength
description The use of recyclable materials in construction has become a key factor for cost reduction, the improvement of some mechanical conditions in materials, and, at the same time, has represented a major contribution to the solution of environmental problems related to pollution generated by solid waste. Polypropylene plastic has undoubtedly been one of the most studied materials to be used as a substitute for the aggregates of concrete mixtures. The main objective of this study is to analyze in a general way the impact of the addition of this material on the compression and flexion resistance of manufactured concrete samples, and in turn, to be able to verify the feasibility of adding this residue and to be used in the construction of non-structural concrete elements. To verify the hypothesis raised, mixtures with partial PP substitution were formulated in coarse and fine aggregates in a range between 20% and 70%, and these samples were subjected to compressive and flexural strength tests to assess the behavior of concrete according to the degree of substitution of the aggregate. After finishing the study, it was found that the addition of PP significantly affects the compressive strength of concrete, reducing it up to 70% in some cases, which generates a great limitation for the use of this material as a substitute in concrete mixtures used to perform structural functions. However, the flexion strength of these specimens with PP replacement shows a rather favorable behavior where it is appreciated that the resistance remains at the same level as a normal concrete sample, which would favor the application of PP replacement in the construction of non-structural elements subjected to bending stress such as pedestrian trails, urban furniture and flooring.
publishDate 2024
dc.date.accessioned.none.fl_str_mv 2024-10-26T18:04:46Z
dc.date.available.none.fl_str_mv 2024-10-26T18:04:46Z
dc.date.issued.none.fl_str_mv 2024-03-19
dc.type.none.fl_str_mv Artículo de revista
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dc.type.content.none.fl_str_mv Text
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dc.identifier.citation.none.fl_str_mv Camilo Verbel Almario , Otto Mora , Adriana Mattos-Rodríguez , Miguel Figueroa Loaiza , Diego Borrero Restrepo , Randy Suarez Maldonado , Cesar Alejandro Fresneda Saldarriaga , Slyder Gaitán Millán , Selene Vargas Urueta , Tulio Naranjo (2024). Effect of Incorporation of Recycled Polypropylene Plastic on Mechanical Properties of Concrete. Civil Engineering and Architecture, 12(3A), 2198 - 2211. DOI: 10.13189/cea.2024.121319.
dc.identifier.issn.none.fl_str_mv 2332-1091
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/11323/13555
dc.identifier.doi.none.fl_str_mv 10.13189/cea.2024.121319
dc.identifier.eissn.none.fl_str_mv 2332-1121
dc.identifier.instname.none.fl_str_mv Corporación Universidad de la Costa
dc.identifier.reponame.none.fl_str_mv REDICUC - Repositorio CUC
dc.identifier.repourl.none.fl_str_mv https://repositorio.cuc.edu.co/
identifier_str_mv Camilo Verbel Almario , Otto Mora , Adriana Mattos-Rodríguez , Miguel Figueroa Loaiza , Diego Borrero Restrepo , Randy Suarez Maldonado , Cesar Alejandro Fresneda Saldarriaga , Slyder Gaitán Millán , Selene Vargas Urueta , Tulio Naranjo (2024). Effect of Incorporation of Recycled Polypropylene Plastic on Mechanical Properties of Concrete. Civil Engineering and Architecture, 12(3A), 2198 - 2211. DOI: 10.13189/cea.2024.121319.
2332-1091
10.13189/cea.2024.121319
2332-1121
Corporación Universidad de la Costa
REDICUC - Repositorio CUC
url https://hdl.handle.net/11323/13555
https://repositorio.cuc.edu.co/
dc.language.iso.none.fl_str_mv eng
language eng
dc.relation.ispartofjournal.none.fl_str_mv Civil Engineering and Architecture
dc.relation.references.none.fl_str_mv [1] Cacilda-Andre J., Lastra-Rivero J. F., Acevedo-Rodríguez P., “Impactos ambientales de la explotación mecanizada de materiales para la construcción en Sumbe (Angola),” Minería y Geología, vol. 35, no. 3, pp. 338–357, 2019. URL: http://scielo.sld.cu/scielo.php?script=sci_arttext&pid=S19 9380122019000300338&lng=es&nrm=iso&tlng=en.
[2] I. S. Raj and K. Somasundaram, “Sustainable usage of waste materials in aerated and foam concrete: A review,” Civil Engineering and Architecture, vol. 9, no. 4. Horizon Research Publishing, pp. 1144–1155, 2021, doi: 10.13189/cea.2021.090416.
[3] Hakeem Alfahdawi I., Aminah Osman S., Hamid R., Ismail Al-Hadithi A., “Utilizing waste plastic polypropylene and polyethylene terephthalate as alternative aggregates to produce lightweight concrete: A review Stiffened concrete-filled steel tubes,” Journal of Engineering Science and Technology, vol. 11, no. 8, pp. 1165–1173, 2016. URL: https://www.researchgate.net/publication/305904606.
[4] Thakur A., Senthil K., Singh A. P., “Evaluation of concrete bricks with crumb rubber and polypropylene fibres under impact loading,” Constr Build Mater, vol. 315, p. 125752, Jan. 2022, doi: 10.1016/J.CONBUILDMAT.2021.125752
[5] Martinez Amariz A. D., Cote Jiménez M. L., “Diseño y fabricación de ladrillo reutilizando materiales a base de PET,” pp. 76–80, Dec. 2014. URL: https://revistascientificas.cuc.edu.co/ingecuc/article/view/4 93/402.
[6] Islam M. J., Shahjalal M., Haque N. M. A., “Mechanical and durability properties of concrete with recycled polypropylene waste plastic as a partial replacement of coarse aggregate,” Journal of Building Engineering, vol. 54, p. 104597, Aug. 2022, doi: 10.1016/J.JOBE.2022.104597.
[7] Visweswara Sastry Dhara V. N V., Sunil kumar. K., Dr. Vimala. A, “Experimental Investigation on Mechanical and Durability Properties of Concrete with Plastic Waste,” International Journal of Engineering & Technology, vol. 7, no. 3.35, pp. 32–36, Sep. 2018, doi: 10.14419/IJET.V7I3.35.29143.
[8] J. Blazy and R. Blazy, “Polypropylene fiber reinforced concrete and its application in creating architectural forms of public spaces,” Case Studies In Construction Materials, 2021, doi: 10.1016/j.cscm.2021.e00549.
[9] M. R. Latifi, Ö. Biricik, and A. Mardani Aghabaglou, “Effect of the addition of polypropylene fiber on concrete properties,” J Adhes Sci Technol, vol. 36, no. 4, pp. 345– 369, 2022, doi: 10.1080/01694243.2021.1922221.
[10] J. Ahmad, D. D. Burduhos-Nergis, M. M. Arbili, S. M. Alogla, A. Majdi, and A. F. Deifalla, “A Review on Failure Modes and Cracking Behaviors of Polypropylene Fibers Reinforced Concrete,” Buildings, vol. 12, no. 11. MDPI, Nov. 01, 2022. doi: 10.3390/buildings12111951.
[11] M. Hatami Jorbat, M. Hosseini, and M. Mahdikhani, “Effect of polypropylene fibers on the mode I, mode II, and mixed-mode fracture toughness and crack propagation in fiber-reinforced concrete,” Theoretical and Applied Fracture Mechanics, vol. 109, p. 102723, Oct. 2020, doi: 10.1016/J.TAFMEC.2020.102723.
[12] M. Orouji, S. M. Zahrai, and E. Najaf, “Effect of glass powder & polypropylene fibers on compressive and flexural strengths, toughness and ductility of concrete: An environmental approach,” Structures, vol. 33, pp. 4616– 4628, Oct. 2021, doi: 10.1016/J.ISTRUC.2021.07.048.
[13] Departamento Administrativo Nacional de Estadística, “Estadísticas de Concreto Premezclado (EC) octubre 2022.”. Available: https://www.dane.gov.co/files/investiga ciones/boletines/concreto/Bol_concreto_oct_22.pdf.
[14] Rudas C. E., “Colombia recicla material plástico por un aproximado de 300.000 a 350.000 toneladas por año,” La República, 2021. Available: https://www.larepublica.co/es peciales/la-revolucion-del-plastico/colombia-recicla-materi al-plastico-por-un-aproximado-de-300-000-a-350-000-tone ladas-por-ano-3233728.
[15] Instituto Nacional de Vías - INVÍAS, “Granulometric analysis of coarse and fine aggregates. INV E - 213,” 2013. Colombia.
[16] ASTM International. 2003. ASTM C33 – 03: Standard Specification for Concrete Aggregates. West Conshohocken, PA, USA.
[17] Instituto Colombiano de Normas Técnicas y Certificación – ICONTEC. “Concrete Aggregate Specifications NTC – 174”. Jun 2000. Bogotá, Colombia.
[18] Ministerio de Ambiente Vivienda y Desarrollo Territorial, Reglamento colombiano de construcción sismorresistente NSR-10, vol. Capitulo C. 2010.
[19] Instituto Colombiano de Normas Técnicas y Certificación – ICONTEC. “Compressive strength test of cylindrical concrete specimens NTC – 673”. Feb 2010. Bogotá, Colombia.
[20] ASTM International. 2016. ASTM C39/C 39M – 01: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. West Conshohocken, PA, USA.
[21] Instituto Colombiano de Normas Técnicas y Certificación – ICONTEC. “Unit mass of structural lightweight concrete NTC - 4022”. Oct 1994. Bogotá, Colombia.
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dc.rights.license.none.fl_str_mv Atribución 4.0 Internacional (CC BY 4.0)
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© 2013-2024 HORIZON RESEARCH PUBLISHING. All rights reserved.
https://creativecommons.org/licenses/by/4.0/
http://purl.org/coar/access_right/c_abf2
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dc.format.extent.none.fl_str_mv 14 páginas
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dc.publisher.none.fl_str_mv Horizon Research Publishing
dc.publisher.place.none.fl_str_mv United States
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spelling Atribución 4.0 Internacional (CC BY 4.0)© 2013-2024 HORIZON RESEARCH PUBLISHING. All rights reserved.https://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Verbel Almario, CamiloMora, OttoMattos-Rodríguez, AdrianaFigueroa Loaiza, MiguelBorrero Restrepo, DiegoSuarez Maldonado, RandyFresneda Saldarriaga, Cesar AlejandroGaitán Millán, SlyderVargas Urueta, SeleneNaranjo, Tulio2024-10-26T18:04:46Z2024-10-26T18:04:46Z2024-03-19Camilo Verbel Almario , Otto Mora , Adriana Mattos-Rodríguez , Miguel Figueroa Loaiza , Diego Borrero Restrepo , Randy Suarez Maldonado , Cesar Alejandro Fresneda Saldarriaga , Slyder Gaitán Millán , Selene Vargas Urueta , Tulio Naranjo (2024). Effect of Incorporation of Recycled Polypropylene Plastic on Mechanical Properties of Concrete. Civil Engineering and Architecture, 12(3A), 2198 - 2211. DOI: 10.13189/cea.2024.121319.2332-1091https://hdl.handle.net/11323/1355510.13189/cea.2024.1213192332-1121Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/The use of recyclable materials in construction has become a key factor for cost reduction, the improvement of some mechanical conditions in materials, and, at the same time, has represented a major contribution to the solution of environmental problems related to pollution generated by solid waste. Polypropylene plastic has undoubtedly been one of the most studied materials to be used as a substitute for the aggregates of concrete mixtures. The main objective of this study is to analyze in a general way the impact of the addition of this material on the compression and flexion resistance of manufactured concrete samples, and in turn, to be able to verify the feasibility of adding this residue and to be used in the construction of non-structural concrete elements. To verify the hypothesis raised, mixtures with partial PP substitution were formulated in coarse and fine aggregates in a range between 20% and 70%, and these samples were subjected to compressive and flexural strength tests to assess the behavior of concrete according to the degree of substitution of the aggregate. After finishing the study, it was found that the addition of PP significantly affects the compressive strength of concrete, reducing it up to 70% in some cases, which generates a great limitation for the use of this material as a substitute in concrete mixtures used to perform structural functions. However, the flexion strength of these specimens with PP replacement shows a rather favorable behavior where it is appreciated that the resistance remains at the same level as a normal concrete sample, which would favor the application of PP replacement in the construction of non-structural elements subjected to bending stress such as pedestrian trails, urban furniture and flooring.14 páginasapplication/pdfengHorizon Research PublishingUnited Stateshttps://www.hrpub.org/journals/article_info.php?aid=14174Effect of incorporation of recycled polypropylene plastic on mechanical properties of concreteArtículo de revistahttp://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a85Civil Engineering and Architecture[1] Cacilda-Andre J., Lastra-Rivero J. F., Acevedo-Rodríguez P., “Impactos ambientales de la explotación mecanizada de materiales para la construcción en Sumbe (Angola),” Minería y Geología, vol. 35, no. 3, pp. 338–357, 2019. URL: http://scielo.sld.cu/scielo.php?script=sci_arttext&pid=S19 9380122019000300338&lng=es&nrm=iso&tlng=en.[2] I. S. Raj and K. Somasundaram, “Sustainable usage of waste materials in aerated and foam concrete: A review,” Civil Engineering and Architecture, vol. 9, no. 4. Horizon Research Publishing, pp. 1144–1155, 2021, doi: 10.13189/cea.2021.090416.[3] Hakeem Alfahdawi I., Aminah Osman S., Hamid R., Ismail Al-Hadithi A., “Utilizing waste plastic polypropylene and polyethylene terephthalate as alternative aggregates to produce lightweight concrete: A review Stiffened concrete-filled steel tubes,” Journal of Engineering Science and Technology, vol. 11, no. 8, pp. 1165–1173, 2016. URL: https://www.researchgate.net/publication/305904606.[4] Thakur A., Senthil K., Singh A. P., “Evaluation of concrete bricks with crumb rubber and polypropylene fibres under impact loading,” Constr Build Mater, vol. 315, p. 125752, Jan. 2022, doi: 10.1016/J.CONBUILDMAT.2021.125752[5] Martinez Amariz A. D., Cote Jiménez M. L., “Diseño y fabricación de ladrillo reutilizando materiales a base de PET,” pp. 76–80, Dec. 2014. URL: https://revistascientificas.cuc.edu.co/ingecuc/article/view/4 93/402.[6] Islam M. J., Shahjalal M., Haque N. M. A., “Mechanical and durability properties of concrete with recycled polypropylene waste plastic as a partial replacement of coarse aggregate,” Journal of Building Engineering, vol. 54, p. 104597, Aug. 2022, doi: 10.1016/J.JOBE.2022.104597.[7] Visweswara Sastry Dhara V. N V., Sunil kumar. K., Dr. Vimala. A, “Experimental Investigation on Mechanical and Durability Properties of Concrete with Plastic Waste,” International Journal of Engineering & Technology, vol. 7, no. 3.35, pp. 32–36, Sep. 2018, doi: 10.14419/IJET.V7I3.35.29143.[8] J. Blazy and R. Blazy, “Polypropylene fiber reinforced concrete and its application in creating architectural forms of public spaces,” Case Studies In Construction Materials, 2021, doi: 10.1016/j.cscm.2021.e00549.[9] M. R. Latifi, Ö. Biricik, and A. Mardani Aghabaglou, “Effect of the addition of polypropylene fiber on concrete properties,” J Adhes Sci Technol, vol. 36, no. 4, pp. 345– 369, 2022, doi: 10.1080/01694243.2021.1922221.[10] J. Ahmad, D. D. Burduhos-Nergis, M. M. Arbili, S. M. Alogla, A. Majdi, and A. F. Deifalla, “A Review on Failure Modes and Cracking Behaviors of Polypropylene Fibers Reinforced Concrete,” Buildings, vol. 12, no. 11. MDPI, Nov. 01, 2022. doi: 10.3390/buildings12111951.[11] M. Hatami Jorbat, M. Hosseini, and M. Mahdikhani, “Effect of polypropylene fibers on the mode I, mode II, and mixed-mode fracture toughness and crack propagation in fiber-reinforced concrete,” Theoretical and Applied Fracture Mechanics, vol. 109, p. 102723, Oct. 2020, doi: 10.1016/J.TAFMEC.2020.102723.[12] M. Orouji, S. M. Zahrai, and E. Najaf, “Effect of glass powder & polypropylene fibers on compressive and flexural strengths, toughness and ductility of concrete: An environmental approach,” Structures, vol. 33, pp. 4616– 4628, Oct. 2021, doi: 10.1016/J.ISTRUC.2021.07.048.[13] Departamento Administrativo Nacional de Estadística, “Estadísticas de Concreto Premezclado (EC) octubre 2022.”. Available: https://www.dane.gov.co/files/investiga ciones/boletines/concreto/Bol_concreto_oct_22.pdf.[14] Rudas C. E., “Colombia recicla material plástico por un aproximado de 300.000 a 350.000 toneladas por año,” La República, 2021. Available: https://www.larepublica.co/es peciales/la-revolucion-del-plastico/colombia-recicla-materi al-plastico-por-un-aproximado-de-300-000-a-350-000-tone ladas-por-ano-3233728.[15] Instituto Nacional de Vías - INVÍAS, “Granulometric analysis of coarse and fine aggregates. INV E - 213,” 2013. Colombia.[16] ASTM International. 2003. ASTM C33 – 03: Standard Specification for Concrete Aggregates. West Conshohocken, PA, USA.[17] Instituto Colombiano de Normas Técnicas y Certificación – ICONTEC. “Concrete Aggregate Specifications NTC – 174”. Jun 2000. Bogotá, Colombia.[18] Ministerio de Ambiente Vivienda y Desarrollo Territorial, Reglamento colombiano de construcción sismorresistente NSR-10, vol. Capitulo C. 2010.[19] Instituto Colombiano de Normas Técnicas y Certificación – ICONTEC. “Compressive strength test of cylindrical concrete specimens NTC – 673”. Feb 2010. Bogotá, Colombia.[20] ASTM International. 2016. ASTM C39/C 39M – 01: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. West Conshohocken, PA, USA.[21] Instituto Colombiano de Normas Técnicas y Certificación – ICONTEC. “Unit mass of structural lightweight concrete NTC - 4022”. Oct 1994. Bogotá, Colombia.221121983A12PolypropyleneAggregatesConcreteCompressive strengthFlexural strengthPublicationORIGINALEffect of Incorporation of Recycled Polypropylene Plastic on Mechanical Properties of Concrete.pdfEffect of Incorporation of Recycled Polypropylene Plastic on Mechanical Properties of Concrete.pdfapplication/pdf1423276https://repositorio.cuc.edu.co/bitstreams/c92b0382-a983-4c34-89db-c95d011abccc/download68efc687eee0fa722f68928654ba050aMD51LICENSElicense.txtlicense.txttext/plain; charset=utf-815543https://repositorio.cuc.edu.co/bitstreams/0a21ae16-496e-4a50-9e5f-fa2930604122/download73a5432e0b76442b22b026844140d683MD52TEXTEffect of Incorporation of Recycled Polypropylene Plastic on Mechanical Properties of Concrete.pdf.txtEffect of Incorporation of Recycled Polypropylene Plastic on Mechanical Properties of Concrete.pdf.txtExtracted texttext/plain35183https://repositorio.cuc.edu.co/bitstreams/c93be882-982a-4a9b-a071-3fca8f2d110e/download94aae63323d5a9e95e6746ec74460378MD53THUMBNAILEffect of Incorporation of Recycled Polypropylene Plastic on Mechanical Properties of Concrete.pdf.jpgEffect of Incorporation of Recycled Polypropylene Plastic on Mechanical Properties of Concrete.pdf.jpgGenerated Thumbnailimage/jpeg17223https://repositorio.cuc.edu.co/bitstreams/7a81ee56-09cb-4486-aa6d-f11ea6dd9393/download1f70972d2d4ffc851d4f101f54f5a5ecMD5411323/13555oai:repositorio.cuc.edu.co:11323/135552024-10-27 03:02:16.519https://creativecommons.org/licenses/by/4.0/© 2013-2024 HORIZON RESEARCH PUBLISHING. 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ara ejercer estos derechos sobre la Obra tal y como se indica a continuación:</p>
    <ol type="a">
      <li>Reproducir la Obra, incorporar la Obra en una o más Obras Colectivas, y reproducir la Obra incorporada en las Obras Colectivas.</li>
      <li>Distribuir copias o fonogramas de las Obras, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública, incluyéndolas como incorporadas en Obras Colectivas, según corresponda.</li>
      <li>Distribuir copias de las Obras Derivadas que se generen, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública.</li>
    </ol>
    <p>Los derechos mencionados anteriormente pueden ser ejercidos en todos los medios y formatos, actualmente conocidos o que se inventen en el futuro. Los derechos antes mencionados incluyen el derecho a realizar dichas modificaciones en la medida que sean técnicamente necesarias para ejercer los derechos en otro medio o formatos, pero de otra manera usted no está autorizado para realizar obras derivadas. Todos los derechos no otorgados expresamente por el Licenciante quedan por este medio reservados, incluyendo pero sin limitarse a aquellos que se mencionan en las secciones 4(d) y 4(e).</p>
  </li>
  <br/>
  <li>
    Restricciones.
    <p>La licencia otorgada en la anterior Sección 3 está expresamente sujeta y limitada por las siguientes restricciones:</p>
    <ol type="a">
      <li>Usted puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra sólo bajo las condiciones de esta Licencia, y Usted debe incluir una copia de esta licencia o del Identificador Universal de Recursos de la misma con cada copia de la Obra que distribuya, exhiba públicamente, ejecute públicamente o ponga a disposición pública. No es posible ofrecer o imponer ninguna condición sobre la Obra que altere o limite las condiciones de esta Licencia o el ejercicio de los derechos de los destinatarios otorgados en este documento. No es posible sublicenciar la Obra. Usted debe mantener intactos todos los avisos que hagan referencia a esta Licencia y a la cláusula de limitación de garantías. Usted no puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra con alguna medida tecnológica que controle el acceso o la utilización de ella de una forma que sea inconsistente con las condiciones de esta Licencia. Lo anterior se aplica a la Obra incorporada a una Obra Colectiva, pero esto no exige que la Obra Colectiva aparte de la obra misma quede sujeta a las condiciones de esta Licencia. Si Usted crea una Obra Colectiva, previo aviso de cualquier Licenciante debe, en la medida de lo posible, eliminar de la Obra Colectiva cualquier referencia a dicho Licenciante o al Autor Original, según lo solicitado por el Licenciante y conforme lo exige la cláusula 4(c).</li>
      <li>Usted no puede ejercer ninguno de los derechos que le han sido otorgados en la Sección 3 precedente de modo que estén principalmente destinados o directamente dirigidos a conseguir un provecho comercial o una compensación monetaria privada. El intercambio de la Obra por otras obras protegidas por derechos de autor, ya sea a través de un sistema para compartir archivos digitales (digital file-sharing) o de cualquier otra manera no será considerado como estar destinado principalmente o dirigido directamente a conseguir un provecho comercial o una compensación monetaria privada, siempre que no se realice un pago mediante una compensación monetaria en relación con el intercambio de obras protegidas por el derecho de autor.</li>
      <li>Si usted distribuye, exhibe públicamente, ejecuta públicamente o ejecuta públicamente en forma digital la Obra o cualquier Obra Derivada u Obra Colectiva, Usted debe mantener intacta toda la información de derecho de autor de la Obra y proporcionar, de forma razonable según el medio o manera que Usted esté utilizando: (i) el nombre del Autor Original si está provisto (o seudónimo, si fuere aplicable), y/o (ii) el nombre de la parte o las partes que el Autor Original y/o el Licenciante hubieren designado para la atribución (v.g., un instituto patrocinador, editorial, publicación) en la información de los derechos de autor del Licenciante, términos de servicios o de otras formas razonables; el título de la Obra si está provisto; en la medida de lo razonablemente factible y, si está provisto, el Identificador Uniforme de Recursos (Uniform Resource Identifier) que el Licenciante especifica para ser asociado con la Obra, salvo que tal URI no se refiera a la nota sobre los derechos de autor o a la información sobre el licenciamiento de la Obra; y en el caso de una Obra Derivada, atribuir el crédito identificando el uso de la Obra en la Obra Derivada (v.g., "Traducción Francesa de la Obra del Autor Original," o "Guión Cinematográfico basado en la Obra original del Autor Original"). Tal crédito puede ser implementado de cualquier forma razonable; en el caso, sin embargo, de Obras Derivadas u Obras Colectivas, tal crédito aparecerá, como mínimo, donde aparece el crédito de cualquier otro autor comparable y de una manera, al menos, tan destacada como el crédito de otro autor comparable.</li>
      <li>
        Para evitar toda confusión, el Licenciante aclara que, cuando la obra es una composición musical:
        <ol type="i">
          <li>Regalías por interpretación y ejecución bajo licencias generales. El Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública o la ejecución pública digital de la obra y de recolectar, sea individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, SAYCO), las regalías por la ejecución pública o por la ejecución pública digital de la obra (por ejemplo Webcast) licenciada bajo licencias generales, si la interpretación o ejecución de la obra está primordialmente orientada por o dirigida a la obtención de una ventaja comercial o una compensación monetaria privada.</li>
          <li>Regalías por Fonogramas. El Licenciante se reserva el derecho exclusivo de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, los consagrados por la SAYCO), una agencia de derechos musicales o algún agente designado, las regalías por cualquier fonograma que Usted cree a partir de la obra (“versión cover”) y distribuya, en los términos del régimen de derechos de autor, si la creación o distribución de esa versión cover está primordialmente destinada o dirigida a obtener una ventaja comercial o una compensación monetaria privada.</li>
        </ol>
      </li>
      <li>Gestión de Derechos de Autor sobre Interpretaciones y Ejecuciones Digitales (WebCasting). Para evitar toda confusión, el Licenciante aclara que, cuando la obra sea un fonograma, el Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública digital de la obra (por ejemplo, webcast) y de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, ACINPRO), las regalías por la ejecución pública digital de la obra (por ejemplo, webcast), sujeta a las disposiciones aplicables del régimen de Derecho de Autor, si esta ejecución pública digital está primordialmente dirigida a obtener una ventaja comercial o una compensación monetaria privada.</li>
    </ol>
  </li>
  <br/>
  <li>
    Representaciones, Garantías y Limitaciones de Responsabilidad.
    <p>A MENOS QUE LAS PARTES LO ACORDARAN DE OTRA FORMA POR ESCRITO, EL LICENCIANTE OFRECE LA OBRA (EN EL ESTADO EN EL QUE SE ENCUENTRA) “TAL CUAL”, SIN BRINDAR GARANTÍAS DE CLASE ALGUNA RESPECTO DE LA OBRA, YA SEA EXPRESA, IMPLÍCITA, LEGAL O CUALQUIERA OTRA, INCLUYENDO, SIN LIMITARSE A ELLAS, GARANTÍAS DE TITULARIDAD, COMERCIABILIDAD, ADAPTABILIDAD O ADECUACIÓN A PROPÓSITO DETERMINADO, AUSENCIA DE INFRACCIÓN, DE AUSENCIA DE DEFECTOS LATENTES O DE OTRO TIPO, O LA PRESENCIA O AUSENCIA DE ERRORES, SEAN O NO DESCUBRIBLES (PUEDAN O NO SER ESTOS DESCUBIERTOS). ALGUNAS JURISDICCIONES NO PERMITEN LA EXCLUSIÓN DE GARANTÍAS IMPLÍCITAS, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.</p>
  </li>
  <br/>
  <li>
    Limitación de responsabilidad.
    <p>A MENOS QUE LO EXIJA EXPRESAMENTE LA LEY APLICABLE, EL LICENCIANTE NO SERÁ RESPONSABLE ANTE USTED POR DAÑO ALGUNO, SEA POR RESPONSABILIDAD EXTRACONTRACTUAL, PRECONTRACTUAL O CONTRACTUAL, OBJETIVA O SUBJETIVA, SE TRATE DE DAÑOS MORALES O PATRIMONIALES, DIRECTOS O INDIRECTOS, PREVISTOS O IMPREVISTOS PRODUCIDOS POR EL USO DE ESTA LICENCIA O DE LA OBRA, AUN CUANDO EL LICENCIANTE HAYA SIDO ADVERTIDO DE LA POSIBILIDAD DE DICHOS DAÑOS. ALGUNAS LEYES NO PERMITEN LA EXCLUSIÓN DE CIERTA RESPONSABILIDAD, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.</p>
  </li>
  <br/>
  <li>
    Término.
    <ol type="a">
      <li>Esta Licencia y los derechos otorgados en virtud de ella terminarán automáticamente si Usted infringe alguna condición establecida en ella. Sin embargo, los individuos o entidades que han recibido Obras Derivadas o Colectivas de Usted de conformidad con esta Licencia, no verán terminadas sus licencias, siempre que estos individuos o entidades sigan cumpliendo íntegramente las condiciones de estas licencias. Las Secciones 1, 2, 5, 6, 7, y 8 subsistirán a cualquier terminación de esta Licencia.</li>
      <li>Sujeta a las condiciones y términos anteriores, la licencia otorgada aquí es perpetua (durante el período de vigencia de los derechos de autor de la obra). No obstante lo anterior, el Licenciante se reserva el derecho a publicar y/o estrenar la Obra bajo condiciones de licencia diferentes o a dejar de distribuirla en los términos de esta Licencia en cualquier momento; en el entendido, sin embargo, que esa elección no servirá para revocar esta licencia o que deba ser otorgada , bajo los términos de esta licencia), y esta licencia continuará en pleno vigor y efecto a menos que sea terminada como se expresa atrás. La Licencia revocada continuará siendo plenamente vigente y efectiva si no se le da término en las condiciones indicadas anteriormente.</li>
    </ol>
  </li>
  <br/>
  <li>
    Varios.
    <ol type="a">
      <li>Cada vez que Usted distribuya o ponga a disposición pública la Obra o una Obra Colectiva, el Licenciante ofrecerá al destinatario una licencia en los mismos términos y condiciones que la licencia otorgada a Usted bajo esta Licencia.</li>
      <li>Si alguna disposición de esta Licencia resulta invalidada o no exigible, según la legislación vigente, esto no afectará ni la validez ni la aplicabilidad del resto de condiciones de esta Licencia y, sin acción adicional por parte de los sujetos de este acuerdo, aquélla se entenderá reformada lo mínimo necesario para hacer que dicha disposición sea válida y exigible.</li>
      <li>Ningún término o disposición de esta Licencia se estimará renunciada y ninguna violación de ella será consentida a menos que esa renuncia o consentimiento sea otorgado por escrito y firmado por la parte que renuncie o consienta.</li>
      <li>Esta Licencia refleja el acuerdo pleno entre las partes respecto a la Obra aquí licenciada. No hay arreglos, acuerdos o declaraciones respecto a la Obra que no estén especificados en este documento. El Licenciante no se verá limitado por ninguna disposición adicional que pueda surgir en alguna comunicación emanada de Usted. Esta Licencia no puede ser modificada sin el consentimiento mutuo por escrito del Licenciante y Usted.</li>
    </ol>
  </li>
  <br/>
</ol>
