International Journal of Civil Engineering

, Volume 16, Issue 3, pp 263–272 | Cite as

Experimental study and modeling of fiber volume effects on frost resistance of fiber reinforced concrete

  • Mahmoud Nili
  • Alireza Azarioon
  • Amir Danesh
  • Ali Deihimi
Research Paper

Abstract

In the present study, the effectiveness of fiber inclusion on enhancing frost durability was experimentally examined. Polypropylene fiber of 0.2, 0.3, 0.4, and 0.5% and steel fiber of 0.2, 0.4, 0.6, 0.8, and 1.0% by volume fraction were used. Additionally, reference and air-entrained specimens (with 5% air content) were prepared to compare the results. The water/cement ratio for all concrete mixtures was 0.465. The compressive and tensile strengths, and longitudinal strains of frost-exposed specimens were measured. The results showed that both fibers improved the frost resistance of concrete, and 1% steel fiber inclusion caused the samples to be safe against freeze–thaw cycles as well as air entraining. Minimum fiber volumes of 0.4 and 0.5% were required for frost resistance in the steel and polypropylene fiber specimens, respectively. The results were also numerically examined using an artificial neural network (ANN). Data analysis showed that the ANN was capable of generalizing between input and output variables with reasonably fine predictions.

Keywords

Freeze–thaw cycles Steel fibers Polypropylene fibers Air-entrained concrete Strength properties Artificial neural network 

Abbreviations

A

Air percent

C

Number of cycles

\(f_{c }\)

Predicted compressive strength

\(f_{c}^{nor}\)

Normalized compressive strength

ft

Predicted tensile strength

\(f_{t}^{nor}\)

Normalized tensile strength

P

Volume fraction of PP fibers (%)

S

Volume fraction of and steel fibers (%)

xmax

Maximum amount of input data

xmin

Minimum amount of input data

xnor

Normalized input data

ɛ

Longitudinal strain

\(\varepsilon^{nor}\)

Normalized longitudinal strain

References

  1. 1.
    Powers TC (1945) A working hypothesis for further studies of frost resistance of concrete. J ACI 16(4):245–272Google Scholar
  2. 2.
    Penttala V (2006) Surface and internal deterioration of concrete due to saline and non-saline freeze–thaw loads. Cem Con Res 36(5):921–928CrossRefGoogle Scholar
  3. 3.
    Mehta PK, Monteiro PJM (2013) Concrete: microstructure, properties, and materials, 4th Ed., McGraw-Hill ProfessionalGoogle Scholar
  4. 4.
    Cen GP, Ma GQ, Wang ST, Zhang LJ (2008) Durability of synthetic fiber reinforced concrete for airport pavement. J Traffic Transp Eng 8(3):43–51Google Scholar
  5. 5.
    Zhao J, Gao DY, Li GH (2009) Research on frost-damaged concrete strengthened with polypropylene fiber reinforced fine aggregate concrete. J Build Mater 12(5):575–579Google Scholar
  6. 6.
    Huo J, Yang H, Shen X, Cui Q (2011) Orthogonal experimental study on frost resistance of polypropylene fiber concrete. Adv Mat Res 152–153:1574–1578Google Scholar
  7. 7.
    Shi ZW, Liu S, Zhang RR (2011) Comparative experiment on frost resistance of different kinds of polymer fibrous concrete. Adv Mat Res 250–253:673–677Google Scholar
  8. 8.
    Chen, SP, Ten F (2015) Freeze-Thaw damage model for polypropylene fiber concrete, 4th International Conference on Civil, Architectural and Hydraulic Engineering, ICCAHE, Guangzhou, China, 121–126Google Scholar
  9. 9.
    Xu P, Yi C, Fan CM, Joshi RC(1998) Performance of fiber reinforced concrete with respect to frost resistance: A case study. Proceedings of the 9th International Conference on Cold Regions Engineering; Duluth, USA, 479–488Google Scholar
  10. 10.
    Jiang, L, Niu D, Bai M (2010) Experiment study on the frost resistance of steel fiber reinforced concrete. International Conference on Advances in Materials and Manufacturing Processes, ICAMMP. 243–246Google Scholar
  11. 11.
    Niu D, Jiang L, Bai M (2012) Experimental analysis on the frost resistance of steel fiber reinforced concrete. J Civil Archit Environ Eng 34(4):80–98Google Scholar
  12. 12.
    Zhang S, Dong X (2012) Effect of steel fiber on the performance of concrete materials. Appl Mech Mater 193–194:337–340Google Scholar
  13. 13.
    Persson B (2006) On the internal frost resistance of self-compacting concrete, with and without polypropylene fibers. Mater Struct 39(291):707–716Google Scholar
  14. 14.
    Gao M, Zhao Y, He X (2012) Research of steel fiber self-compacting concrete frost resistance. Appl Mech Mater 174–177:721–725CrossRefGoogle Scholar
  15. 15.
    Dutta P (1988) Structural fiber composite materials for cold regions. J Cold Reg Eng 2(3):124–134CrossRefGoogle Scholar
  16. 16.
    Khaloo A, Molaee A (2003) Freeze and thaw and abrasion resistance of steel fiber reinforced concrete (SFRC). IJCE 1(2):72–81Google Scholar
  17. 17.
    Nili M, Ghorbankhani AH, Alavi Nia A, Zolfaghari M (2016) Assessing the impact strength of steel fibre-reinforced concrete under quasi-static and high velocity dynamic impacts. Constr Build Mater 107:264–271. doi: 10.1016/j.conbuildmat.2015.12.161 CrossRefGoogle Scholar
  18. 18.
    Lampropoulos AP, Paschalis SA, Tsioulou OT, Dritsos SE (2016) Strengthening of reinforced concrete beams using ultra high performance fibre reinforced concrete (UHPFRC). Struct, Eng. doi: 10.1016/j.engstruct.2015.10.042 Google Scholar
  19. 19.
    Perumal R, Nagamani K (2014) Impact characteristics of high-performance steel fiber reinforced concrete under repeated dynamic loading. IJCE 12(4):513–520Google Scholar
  20. 20.
    Ramadoss P (2014) Combined effect of silica fume and steel fiber on the splitting tensile strength of high-strength concrete. IJCE 12(1):96–103Google Scholar
  21. 21.
    Kamal M, Safan M, Etman Z, Abd-elbaki M (2015) Effect of steel fibers on the properties of recycled self-compacting concrete in fresh and hardened state. IJCE. 13(4):400–410Google Scholar
  22. 22.
    Ghaboussi J, Garrett JH, Wu X (1991) Knowledge-based modeling of material behavior with neural networks. J Eng Mech ASCE 117(1):132–53Google Scholar
  23. 23.
    Doh J, Lee SU, Lee J (2016) Back-propagation neural network-based approximate analysis of true stress-strain behaviors of high-strength metallic material. J Mech Sci Tech 30(3):1233–1241. doi: 10.1007/s12206-016-0227-1 CrossRefGoogle Scholar
  24. 24.
    Karakoç MB, Demirboa R, Türkmen I, Can I (2011) Modeling with ANN and effect of pumice aggregate and air entrainment on the freeze-thaw durabilities of HSC. Constr Build Mater 25(11):4241–4249CrossRefGoogle Scholar
  25. 25.
    Shi X, Akin M (2012) Holistic approach to decision making in the formulation and selection of anti-icing products. J Cold Reg Eng 26(3):101–117CrossRefGoogle Scholar
  26. 26.
    Freeman JA, Sikapura DM (1991) Neural networks. Algorithms, applications, and programming techniques. Addison-Wesley Inc, USAGoogle Scholar
  27. 27.
    Anderson JA (1995) An introduction to neural networks. A Bradford book. MIT Press, CambridgeGoogle Scholar
  28. 28.
    Maren A, Harston C and Pap R (1990) Handbook of neural computing applications. Academic Press. Inc, USAGoogle Scholar
  29. 29.
    Dhar V, Stein R (1997) Intelligent decision support methods. Prentice-Hall Inc, USAGoogle Scholar
  30. 30.
    Hagan MT, Menhaj MB (1994) Training feed forward networks with the Marquardt algorithm. IEEE Trans Neural Network 5(6):861–867CrossRefGoogle Scholar
  31. 31.
    Masters T (1995) Neural, novel and hybrid algorithms for time series prediction. Wiley, New YorkGoogle Scholar
  32. 32.
    Baziar MH, Saeedi Azizkandi A (2013) Evaluation of lateral spreading utilizing artificial neural network and genetic programming. IJCE 11(2):100–111Google Scholar
  33. 33.
    Altun F, Kisi O, Aydin K (2008) Predicting the compressive strength of steel added lightweight concrete using neural network. Comp Mater Sci 42(2):259–265CrossRefGoogle Scholar
  34. 34.
    Parthiban T, Ravi R, Parthiban GT, Srinivasan S, Ramakrishnan KR, Raghavan M (2005) Neural network analysis for corrosion of steel in concrete. Cor Sci 47(7):1625–1642CrossRefGoogle Scholar
  35. 35.
    Kim J, Kim D, Feng M, Yazdani F (2004) Application of neural networks for estimation of concrete strength. J Mater Civ Eng 16(3):257–264CrossRefGoogle Scholar
  36. 36.
    ASTM C 666 (2008) Standard test method for resistance of concrete to rapid freezing and thawingGoogle Scholar
  37. 37.
    ASTM C 672 (2012) Standard test method for scaling resistance of concrete surfaces exposed to deicing chemicalsGoogle Scholar
  38. 38.
    GOST 10060.0-95 (1995) Concretes. Methods for the determination of frost-resistance. General requirements, Russian National StandardsGoogle Scholar
  39. 39.
    GOST 10060.1-95 (1995) Concretes. Basic method for the determination of frost-resistance, Russian National StandardsGoogle Scholar
  40. 40.
    Pigeon M, Lachance M (1981) Critical air void spacing factors for concretes submitted to slow freeze-thaw cycles. ACI J 78(4):282–291Google Scholar
  41. 41.
    Amini B, Tehrani S (2011) Combined effects of saltwater and water flow on deterioration of concrete under freeze-thaw cycles. J Cold Reg Eng 25(4):145–161CrossRefGoogle Scholar
  42. 42.
    Yang Z (2011) Freezing-and-thawing durability of pervious concrete under simulated field conditions. ACI Mater J 108(2):187–195Google Scholar
  43. 43.
    Marzouk H, Jiang D (1994) Effects of freezing and thawing on tension properties of HSC. ACI Mater J 91(6):577–586Google Scholar
  44. 44.
    Sabir BB (1997) Mechanical properties and frost resistance of silica fume concrete. Cem. Con. Compos. 19(4):285–294CrossRefGoogle Scholar
  45. 45.
    Hori M, Morihiro H (1998) Micromechanical analysis on deterioration due to freezing and thawing in porous brittle materials. Int J Eng Sci 36(4):511–522CrossRefGoogle Scholar
  46. 46.
    Cao DF, Ge WJ, Wang BY, Tu YM (2014) Study on the flexural behaviors of RC beams after freeze-thaw cycles. IJCE 13(1):92–101Google Scholar
  47. 47.
    Balagurusamy E (1999) Numerical methods. Tata McGraw Hill Publications Company, New DelhiGoogle Scholar

Copyright information

© Iran University of Science and Technology 2016

Authors and Affiliations

  • Mahmoud Nili
    • 1
  • Alireza Azarioon
    • 1
  • Amir Danesh
    • 1
  • Ali Deihimi
    • 2
  1. 1.Department of Civil EngineeringBu-Ali Sina UniversityHamedanIran
  2. 2.Electrical Engineering DepartmentBu-Ali Sina UniversityHamedanIran

Personalised recommendations