DOI QR코드

DOI QR Code

Modeling the effects of additives on rheological properties of fresh self-consolidating cement paste using artificial neural network

  • 투고 : 2009.11.12
  • 심사 : 2010.10.07
  • 발행 : 2011.06.25

초록

The main purpose of this study includes investigation of the rheological properties of fresh self consolidating cement paste containing chemical and mineral additives using Artificial Neural Network (ANN) model. In order to develop the model, 200 different mixes are cast in the laboratory as a part of an extensive experimental research program. The data used in the ANN model are arranged in a format of fourteen input parameters covering water-binder ratio, four different mineral additives (calcium carbonate, metakaolin, silica fume, and limestone), five different superplasticizers based on the poly carboxylate and naphthalene and four different Viscosity Modified Admixtures (VMAs). Two common output parameters including the mini slump value and flow cone time are chosen for measuring the rheological properties of fresh self consolidating cement paste. Having validated the model, the influence of effective parameters on the rheological properties of fresh self consolidating cement paste is investigated based on the ANN model outputs. The output results of the model are then compared with the results of previous studies performed by other researchers. Ultimately, the analysis of the model outputs determines the optimal percentage of additives which has a strong influence on the rheological properties of fresh self consolidating cement paste. The proposed ANN model shows that metakaolin and silica fume affect the rheological properties in the same manner. In addition, for providing the suitable rheological properties, the ANN model introduces the optimal percentage of metakaolin, silica fume, calcium carbonate and limestone as 15, 15, 20 and 20% by cement weight, respectively.

키워드

참고문헌

  1. Altun, F., Kisi, O. and Aydin, K. (2008), "Prediction the compressive strength of steel fiber added lightweight concrete using neural network", Comp. Mater. Sci., 42, 259-265. https://doi.org/10.1016/j.commatsci.2007.07.011
  2. Bager, H., Geiker, R. and Jensen, M. (2001), Rheology of self-compacting mortars Influence of particle grading, Nordic Concrete Research, Publ. No. 25.
  3. Bonakdar, A., Bakhshi, M. and Ghalibafian, M. (2005), "Properties of high performance concrete contain high reactivity metakaolin", 7th International symposium on utilization of high strength/high performance concrete, Washington DC, USA, 228-232.
  4. Cussigh, F., Sonebi, M. and De Schutter, G. (2003) "Project testing SCC segregation test methods", in: O. Wallevik, I. Nielson (Eds.), Self compacting concrete, Third International RILEM Symposium, RILEM Publications, 311-322.
  5. EFNARK, (2005), The European guidelines for self-compacting concrete, specification, production and use.
  6. Emdadi, A., Mohebbi, A.R., Yekta, S., Libre, N.A. and Mahoutian, M. (2007), "Self compacting concrete incorporating high volume of raw materials", Struct. Eng. Mech. Comp., 1611-1616, Belgium.
  7. Emdadi, A., Libre, N.A., Mehdipour, I. and Vahdani, M. (2007), "Investigation on the parameters that influence viscosity of cement paste", Advances in Cement Based Materials and Applications to Civil Infrastructure (ACBM-ACI), Pakistan.
  8. Ferraris, C.F. (1999), "Measurement of the rheological properties of high performance concrete", J. Res. Natl. Inst. Stan., 104(5), 461-478. https://doi.org/10.6028/jres.104.028
  9. Hossain, K.M.A., Lachemi, M. and Easa, S.M. (2006), "Artificial neural network model for the strength prediction of fully restrained RC slabs subjected to membrane action", Comput. Concrete, 3(6), 439-454. https://doi.org/10.12989/cac.2006.3.6.439
  10. Koehler, E. and Fowler, D. (2003), "Summary of concrete workability test methods", RESEARCH REPORT ICAR-105-1, International center for aggregate research, The University of Texas, USA, 1-57.
  11. Lachemi, M., Hossain, K., Lambrosa, V., Nkinamubanzib, P. and Bouzoubaa, N. (2004) "Performance of new viscosity modifying admixtures in enhancing the rheological properties of cement paste", Cement Concrete Res., 34, 185-193. https://doi.org/10.1016/S0008-8846(03)00233-3
  12. Lachemi, M., Hossain, K., Patel, R., Shehata, M. and Bouzoubaa, N. (2007) "Influence of paste/mortar rheology on the flow characteristics of high-volume fly ash self consolidating concrete", Mag. Concrete Res., 59, 517- 528. https://doi.org/10.1680/macr.2007.59.7.517
  13. Lee, S. (2003), "Prediction of concrete strength using artificial neural networks", Eng. Struct., 25, 849-857. https://doi.org/10.1016/S0141-0296(03)00004-X
  14. Leemann, A., Winnefeld, F. (2007), "The effect of viscosity modifying agents on mortar and concrete", Cement Concrete Comp., 29, 341-349. https://doi.org/10.1016/j.cemconcomp.2007.01.004
  15. Libre, N.A., Khoshnazar, R. and Shekarchi, M. (2010) "Relationship between fluidity and stability of selfconsolidating mortar incorporating chemical and mineral admixtures", Constr. Build. Mater., 24, 1262-1271. https://doi.org/10.1016/j.conbuildmat.2009.12.009
  16. Libre, N.A. and Vahdani, M. (2008), "Rheological properties of grout incorporating different dosage of viscosity modified agent", 3rd ACF International Conference-ACF/VCA, Vietnam.
  17. Lippman, R.P. (1988), "An introduction to computing with neural nets. In: Artificial neural networks", Computer Society Theoretical Concepts, Washington, 36-54.
  18. Okamura, H. and Ouchi, M. (2003), "Self-compacting concrete", J. Adv. Concrete Tech., 1(1), 5-15. https://doi.org/10.3151/jact.1.5
  19. Pala, M., Ozbay, E., Oztas, A. and Yuce, M. (2007), "Appraisal of long-term effects of fly ash and silica fume on compressive strength of concrete by neural networks", Constr. Build. Mater., 21, 384-394. https://doi.org/10.1016/j.conbuildmat.2005.08.009
  20. Park, C.K., Noh, M.H. and Park, T.H. (2005), "Rheological properties of cementitious materials containing mineral admixtures", Cement Concrete Res., 35, 842-849. https://doi.org/10.1016/j.cemconres.2004.11.002
  21. Perlovsky, L.I. (2000), Neural networks and intellect: using model based concepts, Oxford University Press.
  22. Prasad, B., Eskandari, H. and Venkatarama, B. (2008), "Prediction of compressive strength of SCC and HPC with high volume fly ash using ANN", Constr. Build. Mater., 23(1), 117-128.
  23. Roussel, N. (2006), "Correlation between yield stress and slump: comparison between numerical simulations and concrete rheometers results", Mater. Struct., 39, 501-509.
  24. Rafig, M., Bugmann, G. and Easterbrook, D. (2001), "Neural network design for engineering applications", Comput. Struct., 79, 1541-1552. https://doi.org/10.1016/S0045-7949(01)00039-6
  25. Roussel, N. and Roy, R. (2005), "The marsh cone: a test or a rheological apparatus", Cement Concrete Res., 35, 823-830. https://doi.org/10.1016/j.cemconres.2004.08.019
  26. Saridemir, M. (2009), "Prediction of compressive strength of concretes containing metakaolin and silica fume by artificial neural networks", Adv. Eng. Softw., 40, 350-355. https://doi.org/10.1016/j.advengsoft.2008.05.002
  27. Schwartzentruber, L. Roy, R. and Cordin, J. (2006), "Rheological behavior of fresh cement pastes formulated from a Self Compacting Concrete (SCC)", Cement Concrete Res., 36, 1203-1213. https://doi.org/10.1016/j.cemconres.2004.10.036
  28. Svermova, L., Sonebi, M. and Bartos, P.J. (2003), "Influence of mix proportions on rheology of cement grouts containing limestone powder", Cement Concrete Comp., 25, 737-749. https://doi.org/10.1016/S0958-9465(02)00115-4
  29. Sonebi, M. and Cevik, A. (2009), "Genetic programming based formulation for fresh and hardened properties of self-compacting concrete containing pulverized fuel ash", Constr. Build. Mater., 23, 2614-2622. https://doi.org/10.1016/j.conbuildmat.2009.02.012
  30. Tang, C. (2006), "Using radial basis function neural networks to model torsional strength of reinforced concrete beams", Comput. Concrete, 3(5), 335-355. https://doi.org/10.12989/cac.2006.3.5.335
  31. Tang, C., Lin, Y. and Kuo, S.F. (2007), "Investigation on correlation between pulse velocity and compressive strength of concrete using ANNs", Comput. Concrete, 4(6), 477-497. https://doi.org/10.12989/cac.2007.4.6.477
  32. Tattersall, G. (1991), Workability a quality-control on concrete, E & FN SPON, London, pp. 262.
  33. Topcu, I. and Saridemir, M. (2008), "Prediction of compressive strength of concrete containing fly ash using artificial neural networks and fuzzy logic", Comp. Mater. Sci., 41, 305-311. https://doi.org/10.1016/j.commatsci.2007.04.009
  34. Wu, X. and Lim, S. (1993), Prediction maximum scour depth at the spur dikes with adaptive neural networks", Neural networks and combinatorial optimization in civil and structural engineering, Edinburgh: Civil-Comp Press, 61-66.
  35. Yahia, A., Tanimura, M. and Shimoyama, Y. (2005), "Rheological properties of highly flowable mortar containing limestone filler-effect of powder content and W/C ratio", Cement Concrete Res., 35, 532-539. https://doi.org/10.1016/j.cemconres.2004.05.008
  36. Yeh, I.C. (1998), "Modeling of strength of high-performance concrete using artificial neural networks", Cement Concrete Res., 28(12), 1797-1808. https://doi.org/10.1016/S0008-8846(98)00165-3
  37. Yeh, I.C. (2007), "Modeling slump flow of concrete using second-order regressions and artificial neural networks", Cement Concrete Comp., 29, 474-480. https://doi.org/10.1016/j.cemconcomp.2007.02.001
  38. Yeh, I.C. (2008), "Prediction of workability of concrete using design of experiments for mixtures", Comput. Concrete, 5(1), 1-20. https://doi.org/10.12989/cac.2008.5.1.001
  39. Yeh, I.C. (2008), "Modeling slump of concrete with fly ash and superplasticizer", Comput. Concrete, 5(6), 559- 572. https://doi.org/10.12989/cac.2008.5.6.559
  40. Yucel, K.T. (2004), "Theoretical and experimental expression of rheology of cement, mortar and concrete in fresh state", 2nd International Aegean Physical Chemistry, Turkey.
  41. Zarandi, F., Turksen, M., Sobhani, I. and Ramezanianpour, J. (2008), "Fuzzy polynomial neural network for approximation of the compressive strength of concrete", Appl. Soft. Comput., 8, 488-498. https://doi.org/10.1016/j.asoc.2007.02.010

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