Effect of type of mixer on rheological and mechanical behavior of ultra high-performance concrete
Ultrahigh-performance concrete (UHPC) is becoming increasingly frequent in several civil construction projects such as industries, buildings, and even infrastructure. The rheological and mechanical behaviors, coupled with durability, are the driving motives for this increase in use over the last few...
- Autores:
-
Christ, Roberto
Pacheco, Fernanda
Ehrenbring, Hinoel Zamis
Krause Lopes, Raduan
Tutikian, Bernardo
Nedel Funke, Guilherme Bertolin
- Tipo de recurso:
- Article of investigation
- Fecha de publicación:
- 2023
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/10366
- Acceso en línea:
- https://hdl.handle.net/11323/10366
https://repositorio.cuc.edu.co/
- Palabra clave:
- Rheological behavior
Type of behavior
Ultrahigh-performance concrete
- Rights
- embargoedAccess
- License
- Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)
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Effect of type of mixer on rheological and mechanical behavior of ultra high-performance concrete |
| title |
Effect of type of mixer on rheological and mechanical behavior of ultra high-performance concrete |
| spellingShingle |
Effect of type of mixer on rheological and mechanical behavior of ultra high-performance concrete Rheological behavior Type of behavior Ultrahigh-performance concrete |
| title_short |
Effect of type of mixer on rheological and mechanical behavior of ultra high-performance concrete |
| title_full |
Effect of type of mixer on rheological and mechanical behavior of ultra high-performance concrete |
| title_fullStr |
Effect of type of mixer on rheological and mechanical behavior of ultra high-performance concrete |
| title_full_unstemmed |
Effect of type of mixer on rheological and mechanical behavior of ultra high-performance concrete |
| title_sort |
Effect of type of mixer on rheological and mechanical behavior of ultra high-performance concrete |
| dc.creator.fl_str_mv |
Christ, Roberto Pacheco, Fernanda Ehrenbring, Hinoel Zamis Krause Lopes, Raduan Tutikian, Bernardo Nedel Funke, Guilherme Bertolin |
| dc.contributor.author.none.fl_str_mv |
Christ, Roberto Pacheco, Fernanda Ehrenbring, Hinoel Zamis Krause Lopes, Raduan Tutikian, Bernardo Nedel Funke, Guilherme Bertolin |
| dc.subject.proposal.eng.fl_str_mv |
Rheological behavior Type of behavior Ultrahigh-performance concrete |
| topic |
Rheological behavior Type of behavior Ultrahigh-performance concrete |
| description |
Ultrahigh-performance concrete (UHPC) is becoming increasingly frequent in several civil construction projects such as industries, buildings, and even infrastructure. The rheological and mechanical behaviors, coupled with durability, are the driving motives for this increase in use over the last few decades. However, the type of mixer used in UHPC production considerably affects the final composites performance due to variations in mixing velocity and the need to disperse particles with low granulometry. This study evaluated the effect of type of mixer in the properties of UHPC in the fresh and hardened states. This study evaluates three types of mixers: planetary vertical axis, horizontal axis, and drum. Results showed that the drum mixer was the least efficient in homogenizing the composite. It showed an average mixing time about 126% longer than planetary vertical or horizontal-axis mixers to reach the same level of flowability. The composite from the drum mixer also had the most entrained air and void index. The planetary vertical-axis mixer was the most efficient, with the resulting composite having a potential compression strength of 169.1 MPa, 19.3% higher than the composite from the horizontal-axis mixer. |
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2023 |
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2023-08-08T19:02:20Z |
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2023-08-08T19:02:20Z 2024-01-13 |
| dc.date.issued.none.fl_str_mv |
2023-01-13 |
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Artículo de revista |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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http://purl.org/coar/version/c_b1a7d7d4d402bcce |
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1464-4177 |
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https://hdl.handle.net/11323/10366 |
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10.1002/suco.202200258 |
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1751-7648 |
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Corporación Universidad de la Costa |
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REDICUC - Repositorio CUC |
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https://repositorio.cuc.edu.co/ |
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1464-4177 10.1002/suco.202200258 1751-7648 Corporación Universidad de la Costa REDICUC - Repositorio CUC |
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eng |
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eng |
| dc.relation.ispartofjournal.spa.fl_str_mv |
Structural Concrete |
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1E. C. Torregrosa. Dosage optimization and bolted connections for UHPFRC ties. Thesis, Universitat Politècnica De València Dosage; 2013. 2 French Standard. NF P18-470 - concrete - ultra-high performance fibre-reinforced concrrte - specifications, performance, production and conformity. La Plaine Saint-Denis: Association Française de Normalisation; 2016. p. 94. Google Scholar 3 French Standard. NF P 18-710 - design of concrete structures: specific rules for ultra-high performance fibre-reinforced concrete (UHPFRC), vol. 33. La Plaine Saint-Denis: Association Française de Normalisation, 2016. p. 136. 4 Christ R, Tutikian BF, Helene P. Concreto de ultra alto desempenho – UHPC: Fundamentos, propriedades e dosagem. São Paulo: LEUD; 2022. Google Scholar 5 Xue J, Briseghella B, Huang F, Nuti C, Tabatabai H, Chen B. Review of ultra-high performance concrete and its application in bridge engineering. Construct Build Mater. 2020; 260:119844. https://doi.org/10.1016/j.conbuildmat.2020.119844 6 Deutscher M, Markert M, Scheerer S. Influence of temperature on the compressive strength of high performance and ultra-high performance concretes. Struct Concr. 2021; 23: 2381–90. https://doi.org/10.1002/suco.202100153 Full text versionView Web of Science® Google Scholar 7 Christ R, Tutikian BF, do Lago Helene PR. Proposition of mixture design method for ultra-high- performance concrete. ACI Mater J. 2022; 119(1): 79–89. https://doi.org/10.14359/51734191 8 Abbas S, Nehdi ML, Saleem MA. Ultra-high performance concrete: mechanical performance, durability, sustainability and implementation challenges. Int J Concr Struct Mater. 2016; 10(3): 271–95. https://doi.org/10.1007/s40069-016-0157-4 9 Liu C, Zhang Y, Yao Y, Huang Y. Calculation method for flexural capacity of high strain-hardening ultra-high performance concrete T-beams. Struct Concr. 2019; 20(1): 405–19. https://doi.org/10.1002/suco.201800151 10Toutlemonde F, Bernadi S, Brugeaud Y, and Simon A. Twenty years-long French experience in UHPFRC application and paths opened from the completion of the standards for UHPFRC; 2018. 11 Wang X, Yu R, Song Q, Shui Z, Liu Z, Wu S, et al. Optimized design of ultra-high performance concrete (UHPC) with a high wet packing density. Cem Concr Res. 2019; 126:105921. https://doi.org/10.1016/j.cemconres.2019.105921 12 Christ R. Proposição de um método de dosagem para concretos de ultra alto desempenho (UHPC). Brazil: Universidade do Vale do Rio dos Sinos – UNISINOS; 2019. 13 Neville AMM, Brooks JJJ. Concrete technology. Build Environ. 2010; 11: 442. https://doi.org/10.1016/0360-1323(76)90009-3 14 Ferraris CF, Obla KH, Hill R. Influence of mixing techniques on properties of high performance concrete. Cem Concr Res. 2001; 31(2): 87–95. 15 B. Kaitukov, M. Stepanov, and P. Kapyrin, The choice of concrete mixers for the concrete preparation. In MATEC Web of Conferences, vol. 178; 2018. 06016 https://doi.org/10.1051/matecconf/201817806016. 16 Nesmyanov NP, Matusov MG. Calculation of energy parameters of fixed drum concrete mixer with helicoid-type blades. IOP Conf Ser Mater Sci Eng. 2020; 945(1):012074. https://doi.org/10.1088/1757-899X/945/1/012074 17 Shirzadi Javid AA, Ghoddousi P, Aghajani S, Naseri H, Hossein Pour S. Investigating the effects of mixing time and mixing speed on rheological properties, workability, and mechanical properties of self-consolidating concretes. Int J Civ Eng. 2021; 19(3): 339–55. https://doi.org/10.1007/s40999-020-00562-z 18 da Silva JL, Lordsleem AC. Influence of mixer type and mixing time on the multipurpose mortars properties. Case Stud Construct Mater. 2021; 15:e00562. https://doi.org/10.1016/j.cscm.2021.e00562 19 Schießl P, Mazanec O, Lowke D. SCC and UHPC - effect of mixing technology on fresh concrete properties. Advances in Construction Materials. Berlin: Springer; 2007. https://doi.org/10.1007/978-3-540-72448-3_52 Google Scholar 20 Dils J, Boel V, de Schutter G. Influence of cement type and mixing pressure on air content, rheology and mechanical properties of UHPC. Construct Build Mater. 2013; 41: 455–63. https://doi.org/10.1016/j.conbuildmat.2012.12.050 21 Sohail MG, Kahraman R, Al Nuaimi N, Gencturk B, Alnahhal W. Durability characteristics of high and ultra-high performance concretes. J Build Eng. 2021; 33:101669. https://doi.org/10.1016/j.jobe.2020.101669 22 S. Etsuo, N. Akinori, M. Daimon, A. Keisuke, and K. Hiroyoshi. Influence of superplasticizers on the fluidity of cements with different amount of aluminate phase. In 2nd International Symposium on Ultra High Performance Concrete; 2008, p. 85–92. 23 Wang R, Gao X, Huang H, Han G. Influence of rheological properties of cement mortar on steel fiber distribution in UHPC. Construct Build Mater. 2017; 144: 65–73. https://doi.org/10.1016/j.conbuildmat.2017.03.173 24 Rahman MK, Baluch MH, Malik MA. Thixotropic behavior of self compacting concrete with different mineral admixtures. Construct Build Mater. 2014; 50: 710–7. https://doi.org/10.1016/j.conbuildmat.2013.10.025 25 Yu R, Zhou F, Yin T, Wang Z, Ding M, Liu Z, et al. Uncovering the approach to develop ultra-high performance concrete (UHPC) with dense meso-structure based on rheological point of view: experiments and modeling. Construct Build Mater. 2021; 271:121500. https://doi.org/10.1016/j.conbuildmat.2020.121500 26 Tai Y-S, El-Tawil S, Meng B, Hansen W. Parameters influencing fluidity of UHPC and their effect on mechanical and durability properties. J Mater Civ Eng. 2020; 32(10):04020298. https://doi.org/10.1061/(asce)mt.1943-5533.0003392 27 Teng L, Meng W, Khayat KH. Rheology control of ultra-high-performance concrete made with different fiber contents. Cem Concr Res. 2020; 138:106222. https://doi.org/10.1016/j.cemconres.2020.106222 28 Alsalman A, Dang CN, Martí-Vargas JR, Micah Hale W. Mixture-proportioning of economical UHPC mixtures. J Build Eng. 2020; 27:100970. https://doi.org/10.1016/j.jobe.2019.100970 29 Han D, Ferron RD. Effect of mixing speed on rheology of superplasticized Portland cement and limestone powder pastes. ACI Mater J. 2017; 114(4): 559–69. https://doi.org/10.14359/51689481 30 Schmidt M, Fehling E. Ultra-high-performance concrete: research, development and application in Europe, September. Deuchland; 2015. 31 Wille K, Boisvert-Cotulio C. Material efficiency in the design of ultra-high performance concrete. Construct Build Mater. 2015; 86: 33–43. https://doi.org/10.1016/j.conbuildmat.2015.03.087 32 Assaad J, Khayat KH, Mesbah H. Assessment of thixotropy of flowable and self-consolidating concrete. ACI Mater J. 2003; 100(2): 99–107. https://doi.org/10.14359/12548 33 Vaitkevičius V, Šerelis E, Vaičiukynienė D, Raudonis V, Rudžionis Ž. Advanced mechanical properties and frost damage resistance of ultra-high performance fibre reinforced concrete. Construct Build Mater. 2016; 126: 26–31. https://doi.org/10.1016/j.conbuildmat.2016.09.012 34 Roussel N. Understanding the rheology of concrete. Philadelphia: Woodhead Publishing; 2012. https://doi.org/10.1016/B978-0-85709-028-7.50003-0 |
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Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)© 1999-2023 John Wiley & Sons, Inc. All rights reservedhttps://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/embargoedAccesshttp://purl.org/coar/access_right/c_f1cfChrist, Roberto3d26de3b4f118cff7c901122491e3bc0600Pacheco, Fernanda50032b9bafd79909115cb7f839336987Ehrenbring, Hinoel Zamis9263b35b361b1f02a6d5f5d2d3849cf8600Krause Lopes, Raduan68cc7250d87923ecaf89b48f68cdffc2600Tutikian, Bernardo73ee8e55220828527cea4a4043a433f4600Nedel Funke, Guilherme Bertolin0a8e2411a8ababbd7bb45fc37ed4b9202023-08-08T19:02:20Z2024-01-132023-08-08T19:02:20Z2023-01-131464-4177https://hdl.handle.net/11323/1036610.1002/suco.2022002581751-7648Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/Ultrahigh-performance concrete (UHPC) is becoming increasingly frequent in several civil construction projects such as industries, buildings, and even infrastructure. The rheological and mechanical behaviors, coupled with durability, are the driving motives for this increase in use over the last few decades. However, the type of mixer used in UHPC production considerably affects the final composites performance due to variations in mixing velocity and the need to disperse particles with low granulometry. This study evaluated the effect of type of mixer in the properties of UHPC in the fresh and hardened states. This study evaluates three types of mixers: planetary vertical axis, horizontal axis, and drum. Results showed that the drum mixer was the least efficient in homogenizing the composite. It showed an average mixing time about 126% longer than planetary vertical or horizontal-axis mixers to reach the same level of flowability. The composite from the drum mixer also had the most entrained air and void index. The planetary vertical-axis mixer was the most efficient, with the resulting composite having a potential compression strength of 169.1 MPa, 19.3% higher than the composite from the horizontal-axis mixer.1 páginaapplication/pdfengWiley-BlackwellUnited Stateshttps://onlinelibrary.wiley.com/doi/abs/10.1002/suco.202200258#pane-pcw-referencesEffect of type of mixer on rheological and mechanical behavior of ultra high-performance concreteArtículo de revistahttp://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/drafthttp://purl.org/coar/version/c_b1a7d7d4d402bcceStructural Concrete1E. C. Torregrosa. Dosage optimization and bolted connections for UHPFRC ties. Thesis, Universitat Politècnica De València Dosage; 2013.2 French Standard. NF P18-470 - concrete - ultra-high performance fibre-reinforced concrrte - specifications, performance, production and conformity. La Plaine Saint-Denis: Association Française de Normalisation; 2016. p. 94. Google Scholar3 French Standard. NF P 18-710 - design of concrete structures: specific rules for ultra-high performance fibre-reinforced concrete (UHPFRC), vol. 33. La Plaine Saint-Denis: Association Française de Normalisation, 2016. p. 136.4 Christ R, Tutikian BF, Helene P. Concreto de ultra alto desempenho – UHPC: Fundamentos, propriedades e dosagem. São Paulo: LEUD; 2022. Google Scholar5 Xue J, Briseghella B, Huang F, Nuti C, Tabatabai H, Chen B. Review of ultra-high performance concrete and its application in bridge engineering. Construct Build Mater. 2020; 260:119844. https://doi.org/10.1016/j.conbuildmat.2020.1198446 Deutscher M, Markert M, Scheerer S. Influence of temperature on the compressive strength of high performance and ultra-high performance concretes. Struct Concr. 2021; 23: 2381–90. https://doi.org/10.1002/suco.202100153 Full text versionView Web of Science® Google Scholar7 Christ R, Tutikian BF, do Lago Helene PR. Proposition of mixture design method for ultra-high- performance concrete. ACI Mater J. 2022; 119(1): 79–89. https://doi.org/10.14359/517341918 Abbas S, Nehdi ML, Saleem MA. Ultra-high performance concrete: mechanical performance, durability, sustainability and implementation challenges. Int J Concr Struct Mater. 2016; 10(3): 271–95. https://doi.org/10.1007/s40069-016-0157-49 Liu C, Zhang Y, Yao Y, Huang Y. Calculation method for flexural capacity of high strain-hardening ultra-high performance concrete T-beams. Struct Concr. 2019; 20(1): 405–19. https://doi.org/10.1002/suco.20180015110Toutlemonde F, Bernadi S, Brugeaud Y, and Simon A. Twenty years-long French experience in UHPFRC application and paths opened from the completion of the standards for UHPFRC; 2018.11 Wang X, Yu R, Song Q, Shui Z, Liu Z, Wu S, et al. Optimized design of ultra-high performance concrete (UHPC) with a high wet packing density. Cem Concr Res. 2019; 126:105921. https://doi.org/10.1016/j.cemconres.2019.10592112 Christ R. Proposição de um método de dosagem para concretos de ultra alto desempenho (UHPC). Brazil: Universidade do Vale do Rio dos Sinos – UNISINOS; 2019.13 Neville AMM, Brooks JJJ. Concrete technology. Build Environ. 2010; 11: 442. https://doi.org/10.1016/0360-1323(76)90009-314 Ferraris CF, Obla KH, Hill R. Influence of mixing techniques on properties of high performance concrete. Cem Concr Res. 2001; 31(2): 87–95.15 B. Kaitukov, M. Stepanov, and P. Kapyrin, The choice of concrete mixers for the concrete preparation. In MATEC Web of Conferences, vol. 178; 2018. 06016 https://doi.org/10.1051/matecconf/201817806016.16 Nesmyanov NP, Matusov MG. Calculation of energy parameters of fixed drum concrete mixer with helicoid-type blades. IOP Conf Ser Mater Sci Eng. 2020; 945(1):012074. https://doi.org/10.1088/1757-899X/945/1/01207417 Shirzadi Javid AA, Ghoddousi P, Aghajani S, Naseri H, Hossein Pour S. Investigating the effects of mixing time and mixing speed on rheological properties, workability, and mechanical properties of self-consolidating concretes. Int J Civ Eng. 2021; 19(3): 339–55. https://doi.org/10.1007/s40999-020-00562-z18 da Silva JL, Lordsleem AC. Influence of mixer type and mixing time on the multipurpose mortars properties. Case Stud Construct Mater. 2021; 15:e00562. https://doi.org/10.1016/j.cscm.2021.e0056219 Schießl P, Mazanec O, Lowke D. SCC and UHPC - effect of mixing technology on fresh concrete properties. Advances in Construction Materials. Berlin: Springer; 2007. https://doi.org/10.1007/978-3-540-72448-3_52 Google Scholar20 Dils J, Boel V, de Schutter G. Influence of cement type and mixing pressure on air content, rheology and mechanical properties of UHPC. Construct Build Mater. 2013; 41: 455–63. https://doi.org/10.1016/j.conbuildmat.2012.12.05021 Sohail MG, Kahraman R, Al Nuaimi N, Gencturk B, Alnahhal W. Durability characteristics of high and ultra-high performance concretes. J Build Eng. 2021; 33:101669. https://doi.org/10.1016/j.jobe.2020.10166922 S. Etsuo, N. Akinori, M. Daimon, A. Keisuke, and K. Hiroyoshi. Influence of superplasticizers on the fluidity of cements with different amount of aluminate phase. In 2nd International Symposium on Ultra High Performance Concrete; 2008, p. 85–92.23 Wang R, Gao X, Huang H, Han G. Influence of rheological properties of cement mortar on steel fiber distribution in UHPC. Construct Build Mater. 2017; 144: 65–73. https://doi.org/10.1016/j.conbuildmat.2017.03.17324 Rahman MK, Baluch MH, Malik MA. Thixotropic behavior of self compacting concrete with different mineral admixtures. Construct Build Mater. 2014; 50: 710–7. https://doi.org/10.1016/j.conbuildmat.2013.10.02525 Yu R, Zhou F, Yin T, Wang Z, Ding M, Liu Z, et al. Uncovering the approach to develop ultra-high performance concrete (UHPC) with dense meso-structure based on rheological point of view: experiments and modeling. Construct Build Mater. 2021; 271:121500. https://doi.org/10.1016/j.conbuildmat.2020.12150026 Tai Y-S, El-Tawil S, Meng B, Hansen W. Parameters influencing fluidity of UHPC and their effect on mechanical and durability properties. J Mater Civ Eng. 2020; 32(10):04020298. https://doi.org/10.1061/(asce)mt.1943-5533.000339227 Teng L, Meng W, Khayat KH. Rheology control of ultra-high-performance concrete made with different fiber contents. Cem Concr Res. 2020; 138:106222. https://doi.org/10.1016/j.cemconres.2020.10622228 Alsalman A, Dang CN, Martí-Vargas JR, Micah Hale W. Mixture-proportioning of economical UHPC mixtures. J Build Eng. 2020; 27:100970. https://doi.org/10.1016/j.jobe.2019.10097029 Han D, Ferron RD. Effect of mixing speed on rheology of superplasticized Portland cement and limestone powder pastes. ACI Mater J. 2017; 114(4): 559–69. https://doi.org/10.14359/5168948130 Schmidt M, Fehling E. Ultra-high-performance concrete: research, development and application in Europe, September. Deuchland; 2015.31 Wille K, Boisvert-Cotulio C. Material efficiency in the design of ultra-high performance concrete. Construct Build Mater. 2015; 86: 33–43. https://doi.org/10.1016/j.conbuildmat.2015.03.08732 Assaad J, Khayat KH, Mesbah H. Assessment of thixotropy of flowable and self-consolidating concrete. ACI Mater J. 2003; 100(2): 99–107. https://doi.org/10.14359/1254833 Vaitkevičius V, Šerelis E, Vaičiukynienė D, Raudonis V, Rudžionis Ž. Advanced mechanical properties and frost damage resistance of ultra-high performance fibre reinforced concrete. Construct Build Mater. 2016; 126: 26–31. https://doi.org/10.1016/j.conbuildmat.2016.09.01234 Roussel N. Understanding the rheology of concrete. Philadelphia: Woodhead Publishing; 2012. https://doi.org/10.1016/B978-0-85709-028-7.50003-042854276324Rheological behaviorType of behaviorUltrahigh-performance concreteORIGINALEffect of type of mixer on rheological and mechanical behavior of ultra high-performance concrete.pdfEffect of type of mixer on rheological and mechanical behavior of ultra high-performance concrete.pdfArtículoapplication/pdf57354https://repositorio.cuc.edu.co/bitstream/11323/10366/1/Effect%20of%20type%20of%20mixer%20on%20rheological%20and%20mechanical%20behavior%20of%20ultra%20high-performance%20concrete.pdf12458227e54b899f001da5c1c8bb28b0MD51open accessLICENSElicense.txtlicense.txttext/plain; charset=utf-814828https://repositorio.cuc.edu.co/bitstream/11323/10366/2/license.txt2f9959eaf5b71fae44bbf9ec84150c7aMD52open accessTEXTEffect of type of mixer on rheological and mechanical behavior of ultra high-performance concrete.pdf.txtEffect of type of mixer on rheological and mechanical behavior of ultra 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corporada en las Obras Colectivas.

b.	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.

c.	Distribuir copias de las Obras Derivadas que se generen, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública.
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).

4. Restricciones.
La licencia otorgada en la anterior Sección 3 está expresamente sujeta y limitada por las siguientes restricciones:

a.	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).

b.	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.

c.	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.

d.	Para evitar toda confusión, el Licenciante aclara que, cuando la obra es una composición musical:

i.	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.

ii.	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.

e.	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.

5. Representaciones, Garantías y Limitaciones de Responsabilidad.
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.

6. Limitación de responsabilidad.
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.

7. Término.

a.	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.

b.	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.

8. Varios.

a.	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.

b.	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.

c.	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.

d.	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.
 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