Experimental method for investigation of impact of the addition of polymer fibers on drying shrinkage and cracking for concretes

This study presents an investigation of a fiber-reinforced concrete (FRC) with use of fibers of polypropylene, polyvinyl alcohol, and recycled polyester in the amount of 0.50%, seeking to analyze the impact of the fiber additions on mechanical properties, drying shrinkage, and cracking. Regarding fl...

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Autores:
Ehrenbring, Hinoel Zamis
de Medeiros Quinino, Uziel C.
Silva Oliveira, Luis Felipe
Fonseca Tutikian, Bernardo
Tipo de recurso:
Technical documentation
Fecha de publicación:
2019
Institución:
Corporación Universidad de la Costa
Repositorio:
REDICUC - Repositorio CUC
Idioma:
eng
OAI Identifier:
oai:repositorio.cuc.edu.co:11323/2768
Acceso en línea:
https://hdl.handle.net/11323/2768
https://repositorio.cuc.edu.co/
Palabra clave:
cracking
drying shrinkage
fiber-reinforced concrete
ring test
Rights
openAccess
License
Atribución – No comercial – Compartir igual
id RCUC2_3296748afd19e31e7be0a278c5e566e3
oai_identifier_str oai:repositorio.cuc.edu.co:11323/2768
network_acronym_str RCUC2
network_name_str REDICUC - Repositorio CUC
repository_id_str
dc.title.spa.fl_str_mv Experimental method for investigation of impact of the addition of polymer fibers on drying shrinkage and cracking for concretes
title Experimental method for investigation of impact of the addition of polymer fibers on drying shrinkage and cracking for concretes
spellingShingle Experimental method for investigation of impact of the addition of polymer fibers on drying shrinkage and cracking for concretes
cracking
drying shrinkage
fiber-reinforced concrete
ring test
title_short Experimental method for investigation of impact of the addition of polymer fibers on drying shrinkage and cracking for concretes
title_full Experimental method for investigation of impact of the addition of polymer fibers on drying shrinkage and cracking for concretes
title_fullStr Experimental method for investigation of impact of the addition of polymer fibers on drying shrinkage and cracking for concretes
title_full_unstemmed Experimental method for investigation of impact of the addition of polymer fibers on drying shrinkage and cracking for concretes
title_sort Experimental method for investigation of impact of the addition of polymer fibers on drying shrinkage and cracking for concretes
dc.creator.fl_str_mv Ehrenbring, Hinoel Zamis
de Medeiros Quinino, Uziel C.
Silva Oliveira, Luis Felipe
Fonseca Tutikian, Bernardo
dc.contributor.author.spa.fl_str_mv Ehrenbring, Hinoel Zamis
de Medeiros Quinino, Uziel C.
Silva Oliveira, Luis Felipe
Fonseca Tutikian, Bernardo
dc.subject.spa.fl_str_mv cracking
drying shrinkage
fiber-reinforced concrete
ring test
topic cracking
drying shrinkage
fiber-reinforced concrete
ring test
description This study presents an investigation of a fiber-reinforced concrete (FRC) with use of fibers of polypropylene, polyvinyl alcohol, and recycled polyester in the amount of 0.50%, seeking to analyze the impact of the fiber additions on mechanical properties, drying shrinkage, and cracking. Regarding flexural strength, a reduction of up to 25% of the value was observed for FRC. The residual strength of FRCs was increased values 20 times higher than the reference concrete. The addition of fibers also increased the void content of the matrices and, therefore, drying shrinkage of the reference matrix up to 74%. The fiber additions increased the internal tensile stresses of the FRC of up to 12.0 MPa. Besides the increase in resistance, the FRC presented formation cracks with openings 8 times smaller than the concrete.
publishDate 2019
dc.date.accessioned.none.fl_str_mv 2019-02-27T20:42:58Z
dc.date.available.none.fl_str_mv 2019-02-27T20:42:58Z
dc.date.issued.none.fl_str_mv 2019-12-08
dc.type.spa.fl_str_mv Documentación técnica
dc.type.coar.spa.fl_str_mv http://purl.org/coar/resource_type/c_71bd
dc.type.content.spa.fl_str_mv Text
dc.type.driver.spa.fl_str_mv info:eu-repo/semantics/other
dc.type.redcol.spa.fl_str_mv http://purl.org/redcol/resource_type/ARTOTR
dc.type.version.spa.fl_str_mv info:eu-repo/semantics/acceptedVersion
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dc.identifier.issn.spa.fl_str_mv 1751-7648
dc.identifier.uri.spa.fl_str_mv https://hdl.handle.net/11323/2768
dc.identifier.instname.spa.fl_str_mv Corporación Universidad de la Costa
dc.identifier.reponame.spa.fl_str_mv REDICUC - Repositorio CUC
dc.identifier.repourl.spa.fl_str_mv https://repositorio.cuc.edu.co/
identifier_str_mv 1751-7648
Corporación Universidad de la Costa
REDICUC - Repositorio CUC
url https://hdl.handle.net/11323/2768
https://repositorio.cuc.edu.co/
dc.language.iso.none.fl_str_mv eng
language eng
dc.relation.references.spa.fl_str_mv 1. Dawood E, Ramli M. Mechanical properties of high strength flowing concrete with hybrid fibers. Construct Build Mater. 2011;28:193–200. 2. Neville AM, Brooks JJ. Concrete technology. 3rd edn; 2013. 3. Nasir M, Al-Amoudi OSB, Maslehuddin M. Effect of placement temperature and curing method on plastic shrinkage of plain and pozzolanic cement concretes under hot weather. Construct Build Mater. 2017;152:943–953. 4. Mokarem DW. Development of concrete shrinkage performance specifications [PhD dissertation]. Blacksburg, Virginia: Virginia Polytechnic Institute, State University, 2002. 5. Wittmann FH, Beltzung F, Zhao TJ. Shrinkage mechanisms, crack formation and service life of reinforced concrete structures. Int J Struct Eng. 2009;1:13–28. 6. Wang XH, Wang KJ, Bektas F. Drying shrinkage of ternary blend concrete in transportation structures. J. Sustainable C-B Mater. 2012;1:56–66. 7. Benaissa A, Morlier P, Viguier C. Fluage et retrait du béton de sable. Mater Struct. 1993;26:333–339. 8. Aly T, Sanjayan JG, Collins F. Effect of polypropylene fibers on shrinkage and cracking of concretes. Mater Struct. 2008;41:1741–1753. 9. Wan K, Li G, Wang S, Pang C. 3D full field study of drying shrinkage of foam concrete. Cement Concrete Comp. 2017;82:217–226. 10. Xie T, Fang C, Ali M, M S, Visintin P. Characterizations of autogenous and drying shrinkage of ultra-high performance concrete (UHPC): An experimental study. Cement Concrete Comp. 2018;91:156–173. https://doi.org/10. 1016/j.cemconcomp.2018.05.009. 11. Hossain AB, Weiss J. Assessing residual stress development and stress relaxation in restrained concrete ring specimens. Cement Concrete Comp. 2004;26:531–540. 12. Banthia N, Yan C, Mindess S. Restrained shrinkage cracking in fiber reinforced concrete: A novel test technique. Cem Concr Res. 1996;26:9–14. 13. Barr B, Hoseinian SB, Be Ygi MA. Shrinkage of concrete stored in natural environments. Cement Concrete Comp. 2003;25:19–29. 14. American Society for Testing and Materials (ASTM INTERNATIONAL) C1581/C1581M-18a, Standard Test Method for Determining Age at Cracking and Induced Tensile Stress Characteristics of Mortar and Concrete under Restrained Shrinkage. West Conshohocken, PA: ASTM International;2018. www.astm.org 15. Loukili A. Etude du retrait et du fluage de bétons à ultra-hautes performances [Thèse de doctorat en Sciences appliquées]. Nantes, France: Université de Nantes; 1996. 16. Hale WM, Freyne SF, Bush TD. Properties of concrete mixtures containing slag cement and fly ash for use in transportation structures. Construct Build Mater. 2008;22:1990–2000. 17. Grasley ZC, D'Ambrosia MD. Viscoelastic properties and drying stress extracted from concrete ring tests. Cement Concrete Comp. 2011;33:171–178. 18. Dong W, Zhou X, Wu Z. A fracture mechanics-based method for prediction of cracking of circular and elliptical concrete rings under restrained shrinkage. Eng Fract Mech. 2014;131:687–701. 19. Ostertag CP, Blunt J. Effect of crack control in hybrid fiber reinforced concrete composites on corrosion rate of steel reinforcing bars. Fract Mech Concrete Concrete Struct. 2010;5:894–900. 20. Yousefieh N, Joshaghani A, Hajibandeh E, Shekarchi M. Influence of fibers on drying shrinkage in restrained concrete. Construct Build Mater. 2017; 148:833–845. https://doi.org/10.1016/j.conbuildmat.2017.05.093. 21. Naaman AE. Development and evolution of tensile strength-hardening FRC composites. BEFIB 2008: 7th International RILEM Symposium on Fiber Reinforced Concrete: Design and Applications; Chennai, India: RILEM Publications SARL; 2008 Sep 17-19; Chennai, India; 2008. p. 1-28.2008. 22. Figueiredo AD. Concreto reforçado com fibras [Thesis (professorship habilitation)]. São Paulo: Universidade de São Paulo, Escola Politécnica; 2011. 23. Hamoush S, Abu-Lebdeh T, Cummins T. Deflection behavior of concrete beams reinforced with PVA micro-fibers. Construct Build Mater. 2010;24:2285–2293. 24. Bentur A, Mindess S. Fibre reinforced cementitious composites. New York, NY: Taylor & Francis, 2007. 25. Yin S, Tuladhar R, Collister T, Combe M, Sivakugan M, Deng Z. Postcracking performance of recycled polypropylene fibre in concrete. Construct Build Mater. 2015;101:1069–1077. 26. Ehrenbring HZ. Comportamento de concretos reforçados com microfibras de polipropileno (PP), álcool polivinílico (PVA) e recicladas de poliéster (POL) em relação à retração por secagem restringida e às propriedades mecânicas [Thesis (Master's)]. São Leopoldo, Brazil: Universidade do Vale do Rio dos Sinos, Civil Engineering Graduate Program; 2017. 27. Noushini A, Samali B, Vessalas K. Effect of polyvinyl alcohol (PVA) fibre on dynamic and material properties of fibre reinforced concrete. Construct Build Mater. 2013;49:374–383. 28. Tanesi J, Figueiredo AD. Fissuração por retração em concretos reforçados com fibras de polipropileno (CRFP). Technical Report of USP Polytechnic School, São Paulo, 239; 1999. 29. Mazzoli A, Monosi S, Plescia ES. Evaluation of the early-age shrinkage of fiber reinforced concrete (FRC) using image analysis methods. Construct Build Mater. 2015;101:596–601. 30. Bouziadi F, Boulekbache B, Hamrat M. The effects of fibres on the shrinkage of high-strength concrete under various curing temperatures. Construct Build Mater. 2016;114:40–48. 31. ASTM, C150. Standard specification for Portland cement. West Conshohocken, PA: ASTM International, 2009. 32. ASTM, C33. Standard specification for concrete aggregates. West Conshohocken, PA: ASTM International, 2016. 33. ASTM, C136. Standard test method for Sieve analysis of fine and coarse aggregates. West Conshohocken, PA: ASTM International, 2014. 34. ASTM, C39. Standard test method for compressive strength of cylindrical concrete specimens. West Conshohocken, PA: ASTM International, 2018. 35. ASTM, C1170. Standard test method for determining consistency and density of roller-compacted concrete using a vibrating table. West Conshohocken, PA: ASTM International, 2014. 36. ASTM, C1609. Standard test method for flexural performance of fiberreinforced concrete. West Conshohocken, PA: ASTM International, 2012. 37. ASTM, C642. Standard test method for density, absorption, and voids in hardened concrete. West Conshohocken, PA: ASTM International, 2013;p. 2013. 38. Mangat PSE, Swamy RN. Compactibility of steel fibre reinforced concrete. Concrete. 1975;8:34–35. 39. Banthia N, Moncef A, Chokri K, Sheng J. Uniaxial tensile response of microfiber reinforced cement composites. Mater Struct. 1995;28:507–517. 40. Soroushian P, Elyamany H, Tlili A, Ostowari K. Mixed-mode fracture properties of concrete reinforced with low volume fractions of steel and polypropylene fibers. Cement Concrete Comp. 1998;20:67–78. 41. Li VC, Horikoshi T, Atsushi O, Torigoe S, Saito T. Micromechanics-based durability study of polyvinyl alcohol-engineered cementitious composite. ACI Mater J. 2004;101:242–248. https://www.concrete.org/publications/ acimaterialsjournal.aspx 42. Balaguru PN, Ramakrishnan V. Properties of fiber reinforced concrete: Workability, behavior under long-term loading, and air-void characteristics. ACI Mater J. 1988;85:189–196. 43. Li LG, Zhao ZW, Zhu J, Kwan AKH, Zeng KL. Combined effects of water film thickness and polypropylene fibre length on fresh properties of mortar. Construct Build Mater. 2018;174:586–593. 44. Gong J, Zeng W, Zhang W. Influence of shrinkage-reducing agent and polypropylene fiber on shrinkage of ceramsite concrete. Construct Build Mater. 2017;159:155–163. 45. Gao Y, Zhang J, Han P. Determination of stress relaxation parameters of concrete in tension at early-age by ring test. Construct Build Mater. 2013;41:152–164. 46. Balaguru PN, Slattum K. Test methods for durability of polymeric fibers in concrete and UV light exposure. ACI Mater J. 1995;148:115–136.
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spelling Ehrenbring, Hinoel Zamisde Medeiros Quinino, Uziel C.Silva Oliveira, Luis FelipeFonseca Tutikian, Bernardo2019-02-27T20:42:58Z2019-02-27T20:42:58Z2019-12-081751-7648https://hdl.handle.net/11323/2768Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/This study presents an investigation of a fiber-reinforced concrete (FRC) with use of fibers of polypropylene, polyvinyl alcohol, and recycled polyester in the amount of 0.50%, seeking to analyze the impact of the fiber additions on mechanical properties, drying shrinkage, and cracking. Regarding flexural strength, a reduction of up to 25% of the value was observed for FRC. The residual strength of FRCs was increased values 20 times higher than the reference concrete. The addition of fibers also increased the void content of the matrices and, therefore, drying shrinkage of the reference matrix up to 74%. The fiber additions increased the internal tensile stresses of the FRC of up to 12.0 MPa. Besides the increase in resistance, the FRC presented formation cracks with openings 8 times smaller than the concrete.Ehrenbring, Hinoel Zamis-0000-0002-0339-9825-600de Medeiros Quinino, Uziel C.-390c9732-f6bd-4bcf-bba6-5fca6e849650-0Silva Oliveira, Luis Felipe-07700f9d-e42e-4c6a-96e7-f6d927bb0372-0Fonseca Tutikian, Bernardo-0000-0003-1319-0547-600engStructural ConcreteAtribución – No comercial – Compartir igualinfo:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2crackingdrying shrinkagefiber-reinforced concretering testExperimental method for investigation of impact of the addition of polymer fibers on drying shrinkage and cracking for concretesDocumentación técnicahttp://purl.org/coar/resource_type/c_71bdTextinfo:eu-repo/semantics/otherhttp://purl.org/redcol/resource_type/ARTOTRinfo:eu-repo/semantics/acceptedVersionhttps://onlinelibrary.wiley.com/journal/175176481. Dawood E, Ramli M. Mechanical properties of high strength flowing concrete with hybrid fibers. Construct Build Mater. 2011;28:193–200. 2. Neville AM, Brooks JJ. Concrete technology. 3rd edn; 2013. 3. Nasir M, Al-Amoudi OSB, Maslehuddin M. Effect of placement temperature and curing method on plastic shrinkage of plain and pozzolanic cement concretes under hot weather. Construct Build Mater. 2017;152:943–953. 4. Mokarem DW. Development of concrete shrinkage performance specifications [PhD dissertation]. Blacksburg, Virginia: Virginia Polytechnic Institute, State University, 2002. 5. Wittmann FH, Beltzung F, Zhao TJ. Shrinkage mechanisms, crack formation and service life of reinforced concrete structures. Int J Struct Eng. 2009;1:13–28. 6. Wang XH, Wang KJ, Bektas F. Drying shrinkage of ternary blend concrete in transportation structures. J. Sustainable C-B Mater. 2012;1:56–66. 7. Benaissa A, Morlier P, Viguier C. Fluage et retrait du béton de sable. Mater Struct. 1993;26:333–339. 8. Aly T, Sanjayan JG, Collins F. Effect of polypropylene fibers on shrinkage and cracking of concretes. Mater Struct. 2008;41:1741–1753. 9. Wan K, Li G, Wang S, Pang C. 3D full field study of drying shrinkage of foam concrete. Cement Concrete Comp. 2017;82:217–226. 10. Xie T, Fang C, Ali M, M S, Visintin P. Characterizations of autogenous and drying shrinkage of ultra-high performance concrete (UHPC): An experimental study. Cement Concrete Comp. 2018;91:156–173. https://doi.org/10. 1016/j.cemconcomp.2018.05.009. 11. Hossain AB, Weiss J. Assessing residual stress development and stress relaxation in restrained concrete ring specimens. Cement Concrete Comp. 2004;26:531–540. 12. Banthia N, Yan C, Mindess S. Restrained shrinkage cracking in fiber reinforced concrete: A novel test technique. Cem Concr Res. 1996;26:9–14. 13. Barr B, Hoseinian SB, Be Ygi MA. Shrinkage of concrete stored in natural environments. Cement Concrete Comp. 2003;25:19–29. 14. American Society for Testing and Materials (ASTM INTERNATIONAL) C1581/C1581M-18a, Standard Test Method for Determining Age at Cracking and Induced Tensile Stress Characteristics of Mortar and Concrete under Restrained Shrinkage. West Conshohocken, PA: ASTM International;2018. www.astm.org 15. Loukili A. Etude du retrait et du fluage de bétons à ultra-hautes performances [Thèse de doctorat en Sciences appliquées]. Nantes, France: Université de Nantes; 1996. 16. Hale WM, Freyne SF, Bush TD. Properties of concrete mixtures containing slag cement and fly ash for use in transportation structures. Construct Build Mater. 2008;22:1990–2000. 17. Grasley ZC, D'Ambrosia MD. Viscoelastic properties and drying stress extracted from concrete ring tests. Cement Concrete Comp. 2011;33:171–178. 18. Dong W, Zhou X, Wu Z. A fracture mechanics-based method for prediction of cracking of circular and elliptical concrete rings under restrained shrinkage. Eng Fract Mech. 2014;131:687–701. 19. Ostertag CP, Blunt J. Effect of crack control in hybrid fiber reinforced concrete composites on corrosion rate of steel reinforcing bars. Fract Mech Concrete Concrete Struct. 2010;5:894–900. 20. Yousefieh N, Joshaghani A, Hajibandeh E, Shekarchi M. Influence of fibers on drying shrinkage in restrained concrete. Construct Build Mater. 2017; 148:833–845. https://doi.org/10.1016/j.conbuildmat.2017.05.093. 21. Naaman AE. Development and evolution of tensile strength-hardening FRC composites. BEFIB 2008: 7th International RILEM Symposium on Fiber Reinforced Concrete: Design and Applications; Chennai, India: RILEM Publications SARL; 2008 Sep 17-19; Chennai, India; 2008. p. 1-28.2008. 22. Figueiredo AD. Concreto reforçado com fibras [Thesis (professorship habilitation)]. São Paulo: Universidade de São Paulo, Escola Politécnica; 2011. 23. Hamoush S, Abu-Lebdeh T, Cummins T. Deflection behavior of concrete beams reinforced with PVA micro-fibers. Construct Build Mater. 2010;24:2285–2293. 24. Bentur A, Mindess S. Fibre reinforced cementitious composites. New York, NY: Taylor & Francis, 2007. 25. Yin S, Tuladhar R, Collister T, Combe M, Sivakugan M, Deng Z. Postcracking performance of recycled polypropylene fibre in concrete. Construct Build Mater. 2015;101:1069–1077. 26. Ehrenbring HZ. Comportamento de concretos reforçados com microfibras de polipropileno (PP), álcool polivinílico (PVA) e recicladas de poliéster (POL) em relação à retração por secagem restringida e às propriedades mecânicas [Thesis (Master's)]. São Leopoldo, Brazil: Universidade do Vale do Rio dos Sinos, Civil Engineering Graduate Program; 2017. 27. Noushini A, Samali B, Vessalas K. Effect of polyvinyl alcohol (PVA) fibre on dynamic and material properties of fibre reinforced concrete. Construct Build Mater. 2013;49:374–383. 28. Tanesi J, Figueiredo AD. Fissuração por retração em concretos reforçados com fibras de polipropileno (CRFP). Technical Report of USP Polytechnic School, São Paulo, 239; 1999. 29. Mazzoli A, Monosi S, Plescia ES. Evaluation of the early-age shrinkage of fiber reinforced concrete (FRC) using image analysis methods. Construct Build Mater. 2015;101:596–601. 30. Bouziadi F, Boulekbache B, Hamrat M. The effects of fibres on the shrinkage of high-strength concrete under various curing temperatures. Construct Build Mater. 2016;114:40–48. 31. ASTM, C150. Standard specification for Portland cement. West Conshohocken, PA: ASTM International, 2009. 32. ASTM, C33. Standard specification for concrete aggregates. West Conshohocken, PA: ASTM International, 2016. 33. ASTM, C136. Standard test method for Sieve analysis of fine and coarse aggregates. West Conshohocken, PA: ASTM International, 2014. 34. ASTM, C39. Standard test method for compressive strength of cylindrical concrete specimens. West Conshohocken, PA: ASTM International, 2018. 35. ASTM, C1170. Standard test method for determining consistency and density of roller-compacted concrete using a vibrating table. West Conshohocken, PA: ASTM International, 2014. 36. ASTM, C1609. Standard test method for flexural performance of fiberreinforced concrete. West Conshohocken, PA: ASTM International, 2012. 37. ASTM, C642. Standard test method for density, absorption, and voids in hardened concrete. West Conshohocken, PA: ASTM International, 2013;p. 2013. 38. Mangat PSE, Swamy RN. Compactibility of steel fibre reinforced concrete. Concrete. 1975;8:34–35. 39. Banthia N, Moncef A, Chokri K, Sheng J. Uniaxial tensile response of microfiber reinforced cement composites. Mater Struct. 1995;28:507–517. 40. Soroushian P, Elyamany H, Tlili A, Ostowari K. Mixed-mode fracture properties of concrete reinforced with low volume fractions of steel and polypropylene fibers. Cement Concrete Comp. 1998;20:67–78. 41. Li VC, Horikoshi T, Atsushi O, Torigoe S, Saito T. Micromechanics-based durability study of polyvinyl alcohol-engineered cementitious composite. ACI Mater J. 2004;101:242–248. https://www.concrete.org/publications/ acimaterialsjournal.aspx 42. Balaguru PN, Ramakrishnan V. Properties of fiber reinforced concrete: Workability, behavior under long-term loading, and air-void characteristics. ACI Mater J. 1988;85:189–196. 43. Li LG, Zhao ZW, Zhu J, Kwan AKH, Zeng KL. Combined effects of water film thickness and polypropylene fibre length on fresh properties of mortar. Construct Build Mater. 2018;174:586–593. 44. Gong J, Zeng W, Zhang W. Influence of shrinkage-reducing agent and polypropylene fiber on shrinkage of ceramsite concrete. Construct Build Mater. 2017;159:155–163. 45. Gao Y, Zhang J, Han P. Determination of stress relaxation parameters of concrete in tension at early-age by ring test. Construct Build Mater. 2013;41:152–164. 46. Balaguru PN, Slattum K. Test methods for durability of polymeric fibers in concrete and UV light exposure. 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