Skip to main content
Log in

Effect of Crystalline Admixtures in the Mass Transport of Concrete with Polypropylene Microfibers

  • Research paper
  • Published:
International Journal of Civil Engineering Aims and scope Submit manuscript

Abstract

This article aims to evaluate the mass transport properties in concretes with different contents of polypropylene microfiber (0% and 1%, by concrete volume) and crystalline admixture (0%, 1%, and 3%, by cement mass). Water absorption by immersion, water absorption by capillarity, and air permeability tests were performed to evaluate the properties of mass transport. Images of the microstructure of the concretes were used to support the hypotheses discussed. The tests were performed immediately after curing (28 days) and after curing plus 35 and 70 days of wetting and drying cycles. The combined use of polypropylene microfibers and crystalline admixtures may increase the properties of mass transport at an early age. Nevertheless, the nucleation of hydrated phases around polypropylene microfibers contributed to the densification of the concrete pores over time. The crystalline admixture can close larger pores and reduce connectivity between them in the first ages (first 35 days). However, the effect of crystalline admixtures in filling capillary voids requires more time to occur (around 70 days). The void index was reduced between 0 and 70 days by 47%, 42%, and 44% for reference, F + 1CA, and F + 3CA concrete mixtures, respectively.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10

Similar content being viewed by others

Availability of Data and Material

All data, models, and code generated or used during the study appear in the submitted article.

References

  1. Soltani A, Tarighat A, Varmazyari M (2018) Calcined marl and condensed silica fume as partial replacement for ordinary portland cement. Int J Civ Eng 16:1549–1559. https://doi.org/10.1007/s40999-018-0289-9

    Article  Google Scholar 

  2. Melara EK, Mendes AZ, Andreczevecz NC, Braganca MOGP, Carrera GT, Medeiros-Junior RA (2020) Monitoring by electrochemical impedance spectroscopy of mortars subjected to ingress and extraction of chloride ions. Constr Build Mater 242:118001. https://doi.org/10.1016/j.conbuildmat.2020.118001

    Article  Google Scholar 

  3. Mehta PK, Monteiro PJM (2014) Concrete: structures, properties and materials, 3rd edn. Pini, Sao Paulo

    Google Scholar 

  4. Medeiros-Junior RA, Gans PS, Pereira E, Pereira E (2019) Electrical resistivity of concrete exposed to chlorides and sulfates. ACI Mater J 116:119–130. https://doi.org/10.14359/51714464

    Article  Google Scholar 

  5. Blanco YD, Campos ECM, Valdés CIR, Chavarín JU (2019) Effect of recycled pet (polyethylene terephthalate) on the electrochemical properties of rebar in concrete. Int J Civ Eng 18:487–500. https://doi.org/10.1007/s40999-019-00478-3

    Article  Google Scholar 

  6. Wang L, Bao J, Ueda T (2016) Prediction of mass transport in cracked-unsaturated concrete by mesoscale lattice model. Ocean Eng 127:144–157. https://doi.org/10.1016/j.oceaneng.2016.09.044

    Article  Google Scholar 

  7. Medeiros-Junior RA (2018) Impact of climate change on the service life of concrete structures. In: Pacheco-Torgal F, Melchers R, de Belie N, Shi X, Van Tittelboom K, Perez AS (eds) Eco-efficient repair and rehabilitation of concrete infrastructures, 1st edn. Elsevier - Woodhead Publishing, USA, pp 43–68

    Chapter  Google Scholar 

  8. Medeiros-Junior RA, Bem DH (2020) Study of the environment factor from Fick’s and electrical resistivity models by simulation of chloride diffusivity prediction. Adv Struct Eng. https://doi.org/10.1177/1369433220906932

    Article  Google Scholar 

  9. Wu Z, Wong HS, Buenfeld NR (2015) Influence of drying-induced microcracking and related size effects on mass transport properties of concrete. Cem Concr Res 68:35–48. https://doi.org/10.1016/j.cemconres.2014.10.018

    Article  Google Scholar 

  10. Souza DJ, Yamashita LY, Dranka F, Medeiros MHF, Medeiros-Junior RA (2017) Repair mortars incorporating multiwalled carbon nanotubes: shrinkage and sodium sulfate attack. J Mater Civ Eng 29:04017246. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002105

    Article  Google Scholar 

  11. Ghoddousi P, Saadabadi LA (2018) Pore structure indicators of chloride transport in metakaolin and silica fume self-compacting concrete. Int J Civ Eng 16:583–592. https://doi.org/10.1007/s40999-017-0164-0

    Article  Google Scholar 

  12. Bhutta A, Farooq M, Banthia N (2019) Performance characteristics of micro fiber-reinforced geopolymer mortars for repair. Constr Build Mater 215:605–612. https://doi.org/10.1016/j.conbuildmat.2019.04.210

    Article  Google Scholar 

  13. Zhang P, Gao Z, Wang J, Wang K (2021) Numerical modeling of rebar-matrix bond behaviors of nano-SiO2 and PVA fiber reinforced geopolymer composites. Ceram Int 47:11727–11737. https://doi.org/10.1016/j.ceramint.2021.01.012

    Article  Google Scholar 

  14. Zheng Y, Zhang P, Cai Y, Jin Z, Moshtagh E (2019) Cracking resistance and mechanical properties of basalt fibers reinforced cement-stabilized macadam. Compos B Eng 165:312–334. https://doi.org/10.1016/j.compositesb.2018.11.115

    Article  Google Scholar 

  15. Zhang P, Wang K, Wang J, Guo J, Hu S, Ling Y (2020) Mechanical properties and prediction of fracture parameters of geopolymer/alkali-activated mortar modified with PVA fiber and nano-SiO2. Ceram Int 46:20027–20037. https://doi.org/10.1016/j.ceramint.2020.05.074

    Article  Google Scholar 

  16. Nishiwaki T, Kwon S, Homma D, Yamada M, Mihashi H (2014) Self-healing capability of fiber-reinforced cementitious composites for recovery of water tightness and mechanical properties. Materials 7:2141–2154. https://doi.org/10.3390/ma7032141

    Article  Google Scholar 

  17. de Souza CR, de Souza LMS, de Andrade SF (2019) Comparative study on the mechanical behavior and durability of polypropylene and sisal fiber reinforced concretes. Constr Build Mater 211:617–628. https://doi.org/10.1016/j.conbuildmat.2019.03.282

    Article  Google Scholar 

  18. Mihashi H, Nishiwaki T (2012) Development of engineered self-healing and self-repairing concrete-state-of-the-art report. J Adv Concr Technol 10:170–184. https://doi.org/10.3151/jact.10.170

    Article  Google Scholar 

  19. Zhang P, Li Q (2013) Effect of polypropylene fiber on durability of concrete composite containing fly ash and silica fume. Compos B Eng 45:1587–1594. https://doi.org/10.1016/j.compositesb.2012.10.006

    Article  Google Scholar 

  20. Afroughsabet V, Ozbakkaloglu T (2015) Mechanical and durability properties of high-strength concrete containing steel and polypropylene fibers. Constr Build Mater 94:73–82. https://doi.org/10.1016/j.conbuildmat.2015.06.051

    Article  Google Scholar 

  21. Karahan O, Atis CD (2011) The durability properties of polypropylene fiber reinforced fly ash concrete. Mater Des 32:1044–1049. https://doi.org/10.1016/j.matdes.2010.07.011

    Article  Google Scholar 

  22. Castro AL, Tiba PRT, Pandolfelli VC (2011) Polypropylene fibers and their influence on the behavior of concretes exposed to high temperatures. Cerâmica 57:22–31. https://doi.org/10.1590/S0366-69132011000100003

    Article  Google Scholar 

  23. Roig-Flores M, Pirritano F, Serna P, Ferrara L (2016) Effect of crystalline admixtures on the self-healing capability of early-age concrete studied by means of permeability and crack closing tests. Constr Build Mater 114:447–457. https://doi.org/10.1016/j.conbuildmat.2016.03.196

    Article  Google Scholar 

  24. Takagi EM, Lima MG, Helene P, Medeiros-Junior RA (2018) Self-healing of self-compacting concretes made with blast furnace slag cements activated by crystalline admixture. Int J Mater Prod Technol 56:169–186. https://doi.org/10.1504/IJMPT.2018.089116

    Article  Google Scholar 

  25. Munhoz GS, Dobrovolski ME, Pereira E, Medeiros-Junior RA (2021) Effect of improved autogenous mortar self-healing in the alkali-aggregate reaction. Cem Concr Compos 117:103905. https://doi.org/10.1016/j.cemconcomp.2020.103905

    Article  Google Scholar 

  26. Ferrara L, Krelani V, Carsana M (2014) A ‘“fracture testing”’ based approach to assess crack healing of concrete with and without crystalline admixtures. Constr Build Mater 68:535–551. https://doi.org/10.1016/j.conbuildmat.2014.07.008

    Article  Google Scholar 

  27. Escoffres P, Desmettre C, Carron JP (2018) Effect of a crystalline admixture on the self-healing capability of high-performance fiber reinforced concretes in service conditions. Constr Build Mater 173:763–774. https://doi.org/10.1016/j.conbuildmat.2018.04.003

    Article  Google Scholar 

  28. Sisomphon K, Coporoglu O, Koenders EAB (2012) Self-healing of surface cracks in mortars with expansive additive and crystalline additive. Cem Concr Compos 33:566–574. https://doi.org/10.1016/j.cemconcomp.2012.01.005

    Article  Google Scholar 

  29. Azarsa P, Gupta R, Biparva A (2019) Assessment of self-healing and durability parameters of concretes incorporating crystalline admixtures and portland limestone cement. Cem Concr Compos 99:17–31. https://doi.org/10.1016/j.cemconcomp.2019.02.017

    Article  Google Scholar 

  30. NBR 5738 (2016) Concrete - procedure for molding and curing concrete test specimens. Brazilian Association of Technical Standards - ABNT, Brazil

    Google Scholar 

  31. Banthia N, Moncef A, Chokri K, Sheng J (1995) Uniaxial tensile response of microfibre reinforced cement composites. Mater Struct 28:507–517. https://doi.org/10.1007/BF02473155

    Article  Google Scholar 

  32. Senisse JAL, Dal Molin DCC, Abitante ALR (2010) Influence of the addition of polypropylene microfibers on the phenomenon of shrinkage by drying in concretes used in floors. In: Proceedings of the VI Congreso Internacional sobre Patología y Recuperación de Estructuras (CINPAR). Córdoba, Argentina

  33. Golfetto JM, Padilha F, Schimelfenig B, Silva CV (2019) Experimental study of the influence of the addition of polypropylene microfibers and cure on the surface hardness of concrete floors. Revista Matéria 24:1–7. https://doi.org/10.1590/s1517-707620190003.0747

    Article  Google Scholar 

  34. Cuenca E, Tejedor A, Ferrara L (2018) A methodology to assess crack-sealing effectiveness of crystalline admixtures under repeated cracking-healing cycles. Constr Build Mater 179:619–632. https://doi.org/10.1016/j.conbuildmat.2018.05.261

    Article  Google Scholar 

  35. NBR NM 67 (1998) Concrete - slump test for determination of the consistency. Brazilian Association of Technical Standards - ABNT, Brazil

    Google Scholar 

  36. BS EN 197–1 (2011) Cement, composition, specifications and conformity criteria for common cements. British Standard Institution - BSI, England

    Google Scholar 

  37. NBR 7215 (2019) Portland cement - determination of compressive strength of cylindrical test specimens. Brazilian Association of Technical Standards – ABNT, Brazil

    Google Scholar 

  38. Reddy TCS, Ravitheja A (2019) Macro mechanical properties of self-healing concrete with crystalline admixture under different environments. Ain Shams Eng J 10:23–32. https://doi.org/10.1016/j.asej.2018.01.005

    Article  Google Scholar 

  39. NBR 9778 (2009) Hardened mortar and concrete - determination of absorption, voids and specific gravity. Brazilian Association of Technical Standards - ABNT, Brazil

    Google Scholar 

  40. NBR 9779 (2012) Mortar and hardened concrete - determination of water absorption by capillarity. Brazilian Association of Technical Standards - ABNT, Brazil

    Google Scholar 

  41. SIA 262/1 (2013) Construction en béton - Spécifications complémentaires. Schweizerischer Ingenieur and Architektenverein - SIA, Switzerland

    Google Scholar 

  42. CEB Bulletin No 192 (1989) Diagnosis and assessment of concrete structures - State of the art report. Comité Euro-International du Béton - CEB, Switzerland

    Google Scholar 

  43. Khatib JM, Clay RM (2004) Absorption characteristics of metakaolin concrete. Cem Concr Res 34:19–29. https://doi.org/10.1016/S0008-8846(03)00188-1

    Article  Google Scholar 

  44. Fallah B, Nematzadeh M (2017) Mechanical properties and durability of high-strength concrete containing macro-polymeric and polypropylene fibers with nano-silica and silica fume. Constr Build Mater 132:170–187. https://doi.org/10.1016/j.conbuildmat.2016.11.100

    Article  Google Scholar 

  45. Pazderka J, Hájková E (2016) Crystalline admixtures and their effect on selected properties of concrete. Acta Polytech 56:306–311. https://doi.org/10.14311/AP.2016.56.0306

    Article  Google Scholar 

  46. Mazer W, Lima MG, Medeiros-Junior RA (2018) Fuzzy logic for estimating chloride diffusion in concrete. Proc Inst Civil Eng-Str B 171:542–551. https://doi.org/10.1680/jstbu.16.00153

    Article  Google Scholar 

  47. Basheer L, Basheer PAM, Long AE (2005) Influence of coarse aggregate on the permeation, durability and the microstructure characteristics of ordinary Portland cement concrete. Constr Build Mater 19:682–690. https://doi.org/10.1016/j.conbuildmat.2005.02.022

    Article  Google Scholar 

  48. Bem DH, Lima DPB, Medeiros-Junior RA (2018) Effect of chemical admixtures on concrete´s electrical resistivity. Int J Build Pathol Adapt 36:174–187. https://doi.org/10.1108/IJBPA-11-2017-0

    Article  Google Scholar 

Download references

Acknowledgements

The authors thank the Post-Graduation Program in Civil Engineering (PPGEC) of the Federal University of Parana (UFPR) for their infrastructure support for this research development, the Coordination of Improvement of Higher Education Personnel (Coordenação de Aperfeiçoamento de Pessoal de Nível Superior [CAPES]), the National Council for Scientific and Technological Development (Conselho Nacional de Desenvolvimento Científico e Tecnológico [CNPQ]), and the Araucaria Foundation (Fundação Araucária). The authors would also like to thank all the companies that collaborated with the donation of materials for the development of this research.

Funding

This research did not receive any specific grant from funding agencies in the public, commercial, or not-for-profit sectors.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Ronaldo A. Medeiros-Junior.

Ethics declarations

Conflict of Interest

On behalf of all authors, the corresponding author states that there is no conflict of interest.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Dobrovolski, M.E.G., Trisotto, A.V., Santos, N.C.S. et al. Effect of Crystalline Admixtures in the Mass Transport of Concrete with Polypropylene Microfibers. Int J Civ Eng 19, 1369–1381 (2021). https://doi.org/10.1007/s40999-021-00646-4

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s40999-021-00646-4

Keywords

Navigation