Experimental study of foaming agent proportions for cellular concrete cabrication: a case study in Barranquilla
Cellular concrete is a mixture of cement, water, and preformed foam, whose main feature is being a low-density material due to it containing uniformly distributed gas cells. To reach this, the preformed foam is composed of a solution based on a foaming agent and water, resulting in a material with a...
- Autores:
-
Abudinen, D
Murillo, M
Gómez, W
Ardila, A
Espitia, E
- 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:11323/13522
- Acceso en línea:
- https://hdl.handle.net/11323/13522
- Palabra clave:
- Cellular Concrete
Preformed Foam
Protein Foaming Agent
Density
Compressive Strength
- Rights
- openAccess
- License
- Atribución 4.0 Internacional (CC BY 4.0)
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Experimental study of foaming agent proportions for cellular concrete cabrication: a case study in Barranquilla |
| title |
Experimental study of foaming agent proportions for cellular concrete cabrication: a case study in Barranquilla |
| spellingShingle |
Experimental study of foaming agent proportions for cellular concrete cabrication: a case study in Barranquilla Cellular Concrete Preformed Foam Protein Foaming Agent Density Compressive Strength |
| title_short |
Experimental study of foaming agent proportions for cellular concrete cabrication: a case study in Barranquilla |
| title_full |
Experimental study of foaming agent proportions for cellular concrete cabrication: a case study in Barranquilla |
| title_fullStr |
Experimental study of foaming agent proportions for cellular concrete cabrication: a case study in Barranquilla |
| title_full_unstemmed |
Experimental study of foaming agent proportions for cellular concrete cabrication: a case study in Barranquilla |
| title_sort |
Experimental study of foaming agent proportions for cellular concrete cabrication: a case study in Barranquilla |
| dc.creator.fl_str_mv |
Abudinen, D Murillo, M Gómez, W Ardila, A Espitia, E |
| dc.contributor.author.none.fl_str_mv |
Abudinen, D Murillo, M Gómez, W Ardila, A Espitia, E |
| dc.subject.proposal.eng.fl_str_mv |
Cellular Concrete Preformed Foam Protein Foaming Agent Density Compressive Strength |
| topic |
Cellular Concrete Preformed Foam Protein Foaming Agent Density Compressive Strength |
| description |
Cellular concrete is a mixture of cement, water, and preformed foam, whose main feature is being a low-density material due to it containing uniformly distributed gas cells. To reach this, the preformed foam is composed of a solution based on a foaming agent and water, resulting in a material with a density between 320 kg⁄m3 and 1920 kg⁄m3, creating an advantage over conventional concrete, which in some cases can be harmful as it normally has densities from 2300 kg⁄m3 to 2500 kg⁄m3. Despite the creation of this concrete type being nothing new, there is still no procedure or standardization of the proportion to be used between water and foaming agent for the preformed foam production for the creation of high-density cellular concrete (classified as a subcategory within cellular concrete category) characterized for having a minimum density of 800kg⁄m3. The purpose of this paper is to study the behavior of the relation between water and foaming agents in the production of preformed foam for the creation of high-density cellular concrete. For it, a total of 84 cylindrical specimens were manufactured using mixtures with two different target densities (880 kg⁄m3 and 1680 kg⁄m3), where each of these densities is divided into three different protein foaming agent proportions (1:30, 1:35, and 1:40). The properties of the mixtures were analyzed in terms of the slump, the density, and the compressive strength. The test results revealed a pattern: as the proportion or amounts of foaming agent within the water-foaming agent ratio increased while keeping the other mixture variables constant, a decrease in compressive strength was observed. This phenomenon was inversely proportional to density, since, as the amount of foaming agent decreased, the density of the specimens increased. Mixtures that remained within the expected limits obtained compressive strength values of 3.01 MPa and 22.55 MPa, corresponding to a target density of 880 and 1680, respectively. |
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2024 |
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2024-10-24T14:10:46Z |
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2024-10-24T14:10:46Z |
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2024-07-17 |
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Artículo de revista |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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Abudinen D., Murillo M., Gómez W., Ardila A., Espitia E. (2024). Experimental Study of Foaming Agent Proportions for Cellular Concrete Fabrication: A Case Study in Barranquilla. Civil Engineering and Architecture, 12(4), 3063 - 3078. DOI: 10.13189/cea.2024.120442. |
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2332-1091 |
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https://hdl.handle.net/11323/13522 |
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10.13189/cea.2024.120442. 10.57924/IUTGQA |
| dc.identifier.eissn.none.fl_str_mv |
2332-1121 |
| identifier_str_mv |
Abudinen D., Murillo M., Gómez W., Ardila A., Espitia E. (2024). Experimental Study of Foaming Agent Proportions for Cellular Concrete Fabrication: A Case Study in Barranquilla. Civil Engineering and Architecture, 12(4), 3063 - 3078. DOI: 10.13189/cea.2024.120442. 2332-1091 10.13189/cea.2024.120442. 10.57924/IUTGQA 2332-1121 |
| url |
https://hdl.handle.net/11323/13522 |
| dc.language.iso.none.fl_str_mv |
eng |
| language |
eng |
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Civil Engineering and Architecture |
| dc.relation.references.none.fl_str_mv |
United Nations Climate Change, “World Cement Association calls on its members to reduce emissions | UNFCCC.” Accessed: Feb. 19, 2023. [Online]. Available: https://unfccc.int/es/news/la-asociacion-mundial-de-cemen teras-pide-a-sus-miembros-que-reduzcan-las-emisiones World Cement Association, “History of Cement - World Cement Association.” Accessed: Feb. 19, 2023. [Online]. Available:https://www.worldcementassociation.org/aboutcement/our-history J. Maxwell, “The shape of the concrete of the future : ASTM Standardization News.” Accessed: Aug. 30, 2023. [Online]. Available: https://sn.astm.org/esp/features/la-for ma-del-concreto-del-futuro-ma21.html ARGOS, “ADVANCED CONCRETE: THE MATERIAL OF THE FUTURE, NOW - 360 IN CONCRETE.” Accessed: Aug. 30, 2023. [Online]. Available: https://360enconcreto.com/blog/detalle/concreto-avanzado -material-del-futuro-ahora/ Euclid Chemical Toxement, “EUCOCONCRETO,” Mar. 2021. ACI Committee 523, “Guide for Cellular Concretes above 50 lb/ft3 (800 kg/m3 ), ACI 523.3-14.” Apr. 2014. ACI Committee 523, “Guide for Cast-in-Place Low-Density Cellular Concrete, ACI 523.1R-06.” Aug. 15, 2006. D. Falliano, D. De Domenico, G. Ricciardi, and E. Gugliandolo, “Experimental investigation on the compressive strength of foamed concrete: Effect of curing conditions, cement type, foaming agent and dry density,” Constr Build Mater, vol. 165, pp. 735–749, Mar. 2018, doi: 10.1016/j.conbuildmat.2017.12.241. H. Zhang et al., “Effect of ambient temperature on the properties and action mechanism of silt-based foamed concrete,” Constr Build Mater, vol. 312, p. 125379, Dec. 2021, doi: 10.1016/J.CONBUILDMAT.2021.125379. D. K. Panesar, “Cellular concrete properties and the effect of synthetic and protein foaming agents,” Constr Build Mater, vol. 44, pp. 575–584, 2013, doi: 10.1016/j.conbuildmat.2013.03.024. S. Khwairakpam and I. S. Ranjani Gandhi, “Assessment of the potential of a naturally available foaming agent for use in the production of foam concrete,” in Materials Today: Proceedings, Elsevier Ltd, Jan. 2020, pp. 896–903. doi: 10.1016/j.matpr.2020.04.528. M. Izquierdo and O. Ortega, “Development and application of cellular concrete based on foaming additive for the production of solid blocks for non-load-bearing partition walls in buildings,” Universidad Peruana de Ciencias Aplicadas (UPC), 2017, Accessed: Dec. 24, 2023. [Online]. Available: https://repositorioacademico.upc.edu.pe/handle/ 10757/622468 H. B. Abraham, U. J. Alengaram, A. M. Alnahhal, A. Haddadian, S. Karthick, and W. Deboucha, “Performance evaluation of cellular lightweight concrete using palm oil industrial waste as cement and fine aggregate replacement materials,” in Materials Today: Proceedings, Elsevier Ltd, 2022, pp. 902–910. doi: 10.1016/j.matpr.2021.10.301. Y. H. M. Amran, N. Farzadnia, and A. A. A. Ali, “Properties and applications of foamed concrete; a review,” Constr Build Mater, vol. 101, pp. 990–1005, Dec. 2015, doi: 10.1016/J.CONBUILDMAT.2015.10.112. H. Afraitane, F. Abou-nouh, K. Lahlou, and R. Jaafri, “Optimization of the formulation of a cellular concrete for bearing masonry of sustainable housing,” Mater Today Proc, Sep. 2023, doi: 10.1016/J.MATPR.2023.09.091. L. Chica and A. Alzate, “Cellular concrete review: New trends for application in construction,” Constr Build Mater, vol. 200, pp. 637–647, Mar. 2019, doi: 10.1016/j.conbuildmat.2018.12.136. S. Kumar G and A. K. Mishra, “Influence of granite fine powder on the performance of cellular light weight concrete,” Journal of Building Engineering, vol. 40, Aug. 2021, doi: 10.1016/j.jobe.2021.102707. Transparency Market Research Inc, “Cellular Concrete Market | Global Industry Report, 2031.” Accessed: Dec. 24, 2023. [Online]. Available: https://www.transparencymarke tresearch.com/cellular-concrete-market.html S. Saurabh and S. Onkar, “Cellular Concrete Market Research, 2031.” Accessed: Dec. 24, 2023. [Online]. Available: https://www.alliedmarketresearch.com/cellularconcrete-market-A16519 H. Wu, J. Liu, and X. Zhang, “Feasibility study on use of cellular concrete for air convection embankment on permafrost foundations in Fairbanks, Alaska,” Transportation Geotechnics, vol. 22, Mar. 2020, doi: 10.1016/j.trgeo.2020.100317. A. Font, L. Soriano, M. M. Tashima, J. Monzó, M. V. Borrachero, and J. Payá, “One-part eco-cellular concrete for the precast industry: Functional features and life cycle assessment,” J Clean Prod, vol. 269, p. 122203, Oct. 2020, doi: 10.1016/J.JCLEPRO.2020.122203. A. Alam and J. Hu, “Mechanical properties and energy absorption capacity of plain and fiber-reinforced single- and multi-layer cellular concrete,” Constr Build Mater, vol. 394, p. 132154, Aug. 2023, doi: 10.1016/J.CONBUILDMAT.2 023.132154 D. Jain, A. K. Hindoriya, and S. S. Bhadauria, “Evaluation of properties of cellular light weight concrete,” AIP Conf Proc, vol. 2158, no. 1, Sep. 2019, doi: 10.1063/1.5127158/899273. Civil engineering Herff College of Engineering, “CIVL 1101.” Accessed: Mar. 29, 2024. [Online]. Available: http://www.ce.memphis.edu/1101/notes/concrete/section_ 3_properties.html Universal tecnhologies Concellmex, “CONCELLMEX - Cellular Concrete VS Hydraulic Concrete.” Accessed: Mar. 29, 2024. [Online]. Available: https://concellmex.com.mx/ concelvs.html W. Yu, X. Liang, F. M. W. Ni, A. G. Oyeyi, and S. Tighe, “Characteristics of Lightweight Cellular Concrete and Effects on Mechanical Properties,” Materials 2020, Vol. 13, Page 2678, vol. 13, no. 12, p. 2678, Jun. 2020, doi: 10.3390/MA13122678. R. Liu et al., “Influence of Pore Structure Characteristics on the Mechanical and Durability Behavior of Pervious Concrete Material Based on Image Analysis,” Int J Concr Struct Mater, vol. 14, no. 1, pp. 1–16, Dec. 2020, doi: 10.1186/S40069-020-00404-1/FIGURES/11. ASTM, “Standard Test Method for Slump of Hydraulic-Cement Concrete, C143/143M.” 2012. ASTM, “Standard Test Method for Foaming Agents for Use in Producing Cellular Concrete Using Preformed Foam, C796/C796M.” 2012. ASTM, “Standard Test Method for Compressive Strength of Lightweight Insulating Concrete, C495/C495M.” 2012. doi: 10.1520/C0495_C0495M-12. ASTM, “Standard Specification for Portland Cement, C150/150M.” 2022 M. Amran et al., “An ultra-lightweight cellular concrete for geotechnical applications – A review,” Case Studies in Construction Materials, vol. 16, Jun. 2022, doi: 10.1016/j.cscm.2022.e01096. ASTM, “Standard Specification for Foaming Agents Used in Making Preformed Foam for Cellular Concrete, C869/C869M.” 2016. doi: 10.1520/C0869_C0869M-11R1 6. ASTM, “Standard Specification for Ready-Mixed Concrete, C94/C94M.” 2022 ASTM, “Standard Specification for Concrete Aggregates, C33/C33M-18.” 2018. ASTM, “Standard Test Method for Density of Hydraulic Cement, C188-17.” 2017. ASTM, “Standard Test Method for Air Content of Hydraulic Cement Mortar, C185-20.” 2020. ASTM, “Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus, C204-18e1.” 2018. ASTM, “Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve, C430-17.” 2017. ASTM, “Standard Test Method for Autoclave Expansion of Hydraulic Cement, C151-05.” 2010. ASTM, “Standard Test Method for Expansion of Hydraulic Cement Mortar Bars Stored in Water, C1038-04.” 2010. ASTM, “Standard Test Method for Comprehensive Strength of Hydraulic Cement Mortars, C109/C109M.” 2021. ASTM, “Standard Test Method for Normal Consistency of Hydraulic Cement, C187-04.” 2010. ASTM, “Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle, C191-21.” 2021. S. S. Sahu and I. S. R. Gandhi, “Studies on influence of characteristics of surfactant and foam on foam concrete behaviour,” Journal of Building Engineering, vol. 40, p. 102333, Aug. 2021, doi: 10.1016/J.JOBE.2021.102333. S. Y. Chung, J. S. Kim, T. S. Han, D. Stephan, P. H. Kamm, and M. A. Elrahman, “Characterization of foamed concrete with different additives using multi-scale micro-computed tomography,” Constr Build Mater, vol. 319, p. 125953, Feb. 2022, doi: 10.1016/J.CONBUILDMAT.2021.125953. S. Zhang, X. Qi, S. Guo, L. Zhang, and J. Ren, “A systematic research on foamed concrete: The effects of foam content, fly ash, slag, silica fume and water-to-binder ratio,” Constr Build Mater, vol. 339, p. 127683, Jul. 2022, doi: 10.1016/J.CONBUILDMAT.2022.127683. X. Yuanliang, Z. Chao, C. Chun, and Z. Yamei, “Effect of superabsorbent polymer on the foam-stability of foamed concrete,” Cem Concr Compos, vol. 127, p. 104398, Mar. 2022, doi: 10.1016/J.CEMCONCOMP.2021.104398. Y. Song and D. Lange, “Influence of fine inclusions on the morphology and mechanical performance of lightweight foam concrete,” Cem Concr Compos, vol. 124, p. 104264, Nov. 2021, doi: 10.1016/J.CEMCONCOMP.2021.104264. “CFP6-1C | Up to 1 ft3 Per Minute - Richway Industries.” Accessed: Oct. 13, 2023. [Online]. Available: https://richway.com/product/cfp6-1c/ ASTM, “Standard Test Method for Density, Absorption, and Voids in Hardened Concrete, ASTM C642-21.” 2022. INVIAS, “Compressive strength of concrete cylinders, INVE -410-13.” 2013 ICONTEC, “Test method for the determination of density of structural lightweight concrete, NTC 4022-22.” 2022. D. S. De Guzmán, Concrete and mortar technology. Bogotá, 2001. INVIAS, “Facing of concrete cylinders, INVE-403-13.” 2013. H. Esmaily and H. Nuranian, “Non-autoclaved high strength cellular concrete from alkali activated slag,” Constr Build Mater, vol. 26, no. 1, pp. 200–206, Jan. 2012, doi: 10.1016/J.CONBUILDMAT.2011.06.010. N. U. Guner, E. Yilmaz, M. Sari, and T. Kasap, “Cementitious Backfill with Partial Replacement of Cu-Rich Mine Tailings by Sand: Rheological, Mechanical and Microstructural Properties,” Minerals, vol. 13, no. 3, Mar. 2023, doi: 10.3390/MIN13030437. X. Shang, J. Li, and B. Zhan, “Properties of sustainable cellular concrete prepared with environment-friendly capsule aggregates,” J Clean Prod, vol. 267, p. 122018, Sep. 2020, doi: 10.1016/J.JCLEPRO.2020.122018. M. Amran et al., “An ultra-lightweight cellular concrete for geotechnical applications – A review,” Case Studies in Construction Materials, vol. 16, p. e01096, Jun. 2022, doi: 10.1016/J.CSCM.2022.E01096. Y. Yao, X. Liu, Z. Shao, G. Wang, D. Sun, and B. Hong, “Analyzing and mapping the current status, hotspots, and perspectives of lightweight cellular concrete: A bibliometric evaluation from 2000 to 2022,” Journal of Building Engineering, vol. 87, p. 109001, Jun. 2024, doi: 10.1016/J.JOBE.2024.109001. A. C. Borbon-Almada et al., “Design and Application of Cellular Concrete on a Mexican Residential Building and Its Influence on Energy Savings in Hot Climates: Projections to 2050,” Applied Sciences 2020, Vol. 10, Page 8225, vol. 10, no. 22, p. 8225, Nov. 2020, doi: 10.3390/APP10228225. |
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Atribución 4.0 Internacional (CC BY 4.0) |
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Atribución 4.0 Internacional (CC BY 4.0)Copyright©2024 by authors, all rights reserved.https://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Abudinen, DMurillo, MGómez, WArdila, AEspitia, E2024-10-24T14:10:46Z2024-10-24T14:10:46Z2024-07-17Abudinen D., Murillo M., Gómez W., Ardila A., Espitia E. (2024). Experimental Study of Foaming Agent Proportions for Cellular Concrete Fabrication: A Case Study in Barranquilla. Civil Engineering and Architecture, 12(4), 3063 - 3078. DOI: 10.13189/cea.2024.120442.2332-1091https://hdl.handle.net/11323/1352210.13189/cea.2024.120442.10.57924/IUTGQA2332-1121Cellular concrete is a mixture of cement, water, and preformed foam, whose main feature is being a low-density material due to it containing uniformly distributed gas cells. To reach this, the preformed foam is composed of a solution based on a foaming agent and water, resulting in a material with a density between 320 kg⁄m3 and 1920 kg⁄m3, creating an advantage over conventional concrete, which in some cases can be harmful as it normally has densities from 2300 kg⁄m3 to 2500 kg⁄m3. Despite the creation of this concrete type being nothing new, there is still no procedure or standardization of the proportion to be used between water and foaming agent for the preformed foam production for the creation of high-density cellular concrete (classified as a subcategory within cellular concrete category) characterized for having a minimum density of 800kg⁄m3. The purpose of this paper is to study the behavior of the relation between water and foaming agents in the production of preformed foam for the creation of high-density cellular concrete. For it, a total of 84 cylindrical specimens were manufactured using mixtures with two different target densities (880 kg⁄m3 and 1680 kg⁄m3), where each of these densities is divided into three different protein foaming agent proportions (1:30, 1:35, and 1:40). The properties of the mixtures were analyzed in terms of the slump, the density, and the compressive strength. The test results revealed a pattern: as the proportion or amounts of foaming agent within the water-foaming agent ratio increased while keeping the other mixture variables constant, a decrease in compressive strength was observed. This phenomenon was inversely proportional to density, since, as the amount of foaming agent decreased, the density of the specimens increased. Mixtures that remained within the expected limits obtained compressive strength values of 3.01 MPa and 22.55 MPa, corresponding to a target density of 880 and 1680, respectively.16 páginasapplication/pdfengHorizon Research PublishingUnited Stateshttps://www.hrpub.org/journals/jour_archive.php?id=48&iid=2227Experimental study of foaming agent proportions for cellular concrete cabrication: a case study in BarranquillaArtículo 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_970fb48d4fbd8a85BarranquillaCivil Engineering and ArchitectureUnited Nations Climate Change, “World Cement Association calls on its members to reduce emissions | UNFCCC.” Accessed: Feb. 19, 2023. [Online]. Available: https://unfccc.int/es/news/la-asociacion-mundial-de-cemen teras-pide-a-sus-miembros-que-reduzcan-las-emisionesWorld Cement Association, “History of Cement - World Cement Association.” Accessed: Feb. 19, 2023. [Online]. Available:https://www.worldcementassociation.org/aboutcement/our-historyJ. Maxwell, “The shape of the concrete of the future : ASTM Standardization News.” Accessed: Aug. 30, 2023. [Online]. Available: https://sn.astm.org/esp/features/la-for ma-del-concreto-del-futuro-ma21.htmlARGOS, “ADVANCED CONCRETE: THE MATERIAL OF THE FUTURE, NOW - 360 IN CONCRETE.” Accessed: Aug. 30, 2023. [Online]. Available: https://360enconcreto.com/blog/detalle/concreto-avanzado -material-del-futuro-ahora/Euclid Chemical Toxement, “EUCOCONCRETO,” Mar. 2021.ACI Committee 523, “Guide for Cellular Concretes above 50 lb/ft3 (800 kg/m3 ), ACI 523.3-14.” Apr. 2014.ACI Committee 523, “Guide for Cast-in-Place Low-Density Cellular Concrete, ACI 523.1R-06.” Aug. 15, 2006.D. Falliano, D. De Domenico, G. Ricciardi, and E. Gugliandolo, “Experimental investigation on the compressive strength of foamed concrete: Effect of curing conditions, cement type, foaming agent and dry density,” Constr Build Mater, vol. 165, pp. 735–749, Mar. 2018, doi: 10.1016/j.conbuildmat.2017.12.241.H. Zhang et al., “Effect of ambient temperature on the properties and action mechanism of silt-based foamed concrete,” Constr Build Mater, vol. 312, p. 125379, Dec. 2021, doi: 10.1016/J.CONBUILDMAT.2021.125379.D. K. Panesar, “Cellular concrete properties and the effect of synthetic and protein foaming agents,” Constr Build Mater, vol. 44, pp. 575–584, 2013, doi: 10.1016/j.conbuildmat.2013.03.024.S. Khwairakpam and I. S. Ranjani Gandhi, “Assessment of the potential of a naturally available foaming agent for use in the production of foam concrete,” in Materials Today: Proceedings, Elsevier Ltd, Jan. 2020, pp. 896–903. doi: 10.1016/j.matpr.2020.04.528.M. Izquierdo and O. 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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>
 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