DOI QR코드

DOI QR Code

New phenomenological creep model for predicting creep of concrete with silica fume

  • Zgheib, Elise (Ecole Superieure d'Ingenieurs de Beyrouth (ESIB), Saint-Joseph University) ;
  • Sawma, Rodolph (Ecole Superieure d'Ingenieurs de Beyrouth (ESIB), Saint-Joseph University) ;
  • El Khoury, Judith (Ecole Superieure d'Ingenieurs de Beyrouth (ESIB), Saint-Joseph University) ;
  • Raphael, Wassim (Ecole Superieure d'Ingenieurs de Beyrouth (ESIB), Saint-Joseph University)
  • Received : 2021.09.23
  • Accepted : 2022.07.19
  • Published : 2022.07.25

Abstract

Creep phenomenon affects the stability and integrity of concrete structures. An inaccurate prediction of these strains may lead to the appearance of cracks and excessive deflections which may cause in some cases the demolition of structures. In fact, the measured values of these uncontrolled strains appear often to be clearly different and larger than the expected ones. Therefore, an accurate prediction of concrete deformations is a necessity. As a matter of fact, the codified descriptions of this phenomenon are unreliable and don't consider the effect of admixtures. The physical nature of creep is not well understood and almost all creep models are mainly of empirical nature. To overcome this issue, a study of the correlation between different parameters affecting concrete creep is performed and a new model for predicting creep of concrete is elaborated. This new model considers the effect of admixtures, specifically the silica fume, in predicting concrete creep and allows an accurate prediction of this phenomenon. The proposed model is based on the observation of physical behavior of creep phenomenon. It targets at expressing creep compliance in terms of structural and environmental parameters. In fact, the experimental observations show that creep curves follow two kinetic regimes leading to a model called Phenomenological Creep Model. By adequate regressions and substitutions, and according to this model, we can express creep compliance in terms of structural, environmental parameters and admixture types and percentage. The proposed new Phenomenological Creep Model Silica Fume (PCM19SF) calculates accurately creep of concrete by considering the effect of silica fume.

Keywords

Acknowledgement

The authors greatly acknowledge each person at Saint Joseph University for having supported this work.

References

  1. ACI 209.2R-08 (2008), Guide for Modeling and Calculating Shrinkage and Creep in Hardened Concrete, American Concrete Institute; Farmington Hills, MI, USA.
  2. Bal, L. (2009), "Modelisation du Retrait et du Fluage du Beton par Reseaux de Neurones", Ph.D. Dissertation ; Universite des Sciences et Technologies de Lille, France.
  3. Barhan, W., Albiss, B. and Lataifeh, O. (2021), "Influence of magnetic field treated water on the compressive strength and bond strength of concrete containing silica fume", J. Build. Eng., 33(4), 101544. http://dx.doi.org/10.1016/j.jobe.2020.101544
  4. Bazant, Z.P. (2001), "Prediction of Concrete Creep and Shrinkage: past, present and future", Nucl. Eng. Des., 203(1), 27-38. https://doi.org/10.1016/S0029-5493(00)00299-5
  5. Cai, T., Zandi, Y., Agdas, A.S., Selmi, A., Issakhov, A and Roco-Videla, A. (2021), "The compressive strength of concrete retrofitted with wind ash and steel slag pozzolans with a water-cement based polymers", Adv. Concrete Constr., Int. J., 11(6), 507-519. https://doi.org/10.12989/acc.2021.11.6.507
  6. El Asmar Selouan, D., Raphael, W. and Chateauneuf, A. (2006), "Probabilistic creep model by Bayesian updating for design codes", Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management, Porto, Portugal, July.
  7. Eurocode (2004), Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings, European Committee for Standardization; Brussels, Belgium.
  8. Hillsdorf, H.K. and Carreira, D.J. (1980), "ACI-CEB conclusions of the Hubert Rusch Workshop on Creep of Concrete", Concrete Int., 2(3), 77.
  9. Holowaty, J. (2015a), "Conventional models for creep in normal and high-strength concrete", Archit. Civ. Eng. Environ., 8(4), 31-38.
  10. Holowaty, J. (2015b), "New Formula for Creep of Concrete in fib Model Code 2010", Am. J. Mater. Sci. Appl., 3(5), 59-66. http://www.openscienceonline.com/journal/ajmsa https://doi.org/10.11648/j.ajam.20150302.15
  11. Hubler, M.H., Wendner, R. and Bazant, Z.P. (2015), "Comprehensive database for concrete creep and shrinkage: Analysis and recommendations for testing and recording", Am. Concr. Inst. Mater. J., 112(4), 547-558. http://dx.doi.org/10.14359/51687453
  12. Irshidat, M.R., Al-Nuaimi, N. and Rabie, M. (2021), "Microstructure and mechanical behavior of cementitious composites with multi-scale additives", Adv. Concrete Constr., Int. J., 11(2), 163-171. https://doi.org/10.12989/acc.2021.11.2.163
  13. Liu, B., Tan, J., Shi, J., Liang, H., Jiang, J. and Yang, Y. (2021), "Effect of sulfate activators on mechanical property of high replacement low-calcium ultrafine fly ash blended cement paste", Adv. Concrete Constr., Int. J., 11(3) 183-192. https://doi.org/10.12989/acc.2021.11.3.183
  14. Muller, H.S., Bazant, Z.P. and Kuttner, C.H. (1999), "Database on creep and shrinkage tests", Rilem subcommittee 5 Report Rilem TC107-CSP, RILEM, Paris, France.
  15. Raphael, W., Faddoul, R., El Asmar, D. and Chateauneuf, A. (2009), "Information-based formulation for Bayesian updating of the Eurocode 2 creep model", Struct. Concrete, 10(2), 55-62. https://doi.org/10.1680/stco.2009.10.2.55
  16. Raphael, W., Faddoul, R., Geara, F. and Chateauneuf, A. (2012), "Improvements to the Eurocode 2 shrinkage model for concrete using a large experimental database", Struct. Concrete, 13(3), 174-181. https://doi.org/10.1002/suco.201100029
  17. Raphael, W., Kaddah, F., Geara, F. and Chateauneuf, A. (2013), "Information-based modeling of creep in concrete structures.", Proceedings of the 11th International Conference on Structural Safety And Reliability, New-York, USA, June.
  18. Shen, D., Kang, J., Jiao, Y., Li. M. and Li, C. (2020), "Effects of different silica fume dosages on early-age behavior and cracking resistance of high strength concrete under restrained condition", Const. Build. Mater., 263, 120218. https://doi.org/10.1016/j.conbuildmat.2020.120218
  19. Shen, D., Li. C., Li, M., Liu, C. and Kang, J. (2022a), "Experimental investigation on correlation between autogenous shrinkage and internal relative humidity of superabsorbent polymer -modified concrete", J. Mater. Civil Eng., 34(2). https://doi.org/10.1061/(ASCE)MT.1943-5533.0004099
  20. Shen, D., Li. C., Kang, J., Liu, K., Liu, C. and Li, M. (2022b), "Influence of loading age on the early age tensile creep of hign-strength concrete modified with superabsorbent polymers", J. Mater. Civil Eng., 34(5), 04022064. http://doi.org/10.1061/(ASCE)MT.1943-5533.0004207
  21. Su, L., Wang, Y.-F., Mei, S.-q. and Li, P.-F. (2017), "Experimental investigation on the fundamental behavior of concrete creep", Constr. Build. Mater., 152, 250-258. https://doi.org/10.1016/j.conbuildmat.2017.06.162
  22. Zeineddine, M., Raphael, W. and Chateauneuf, A. (2012), "Basic creep study and formulation of a new model", Proceedings of the Sixth International Conference on Bridge Maintenance, Safety and Management, Italy, July.
  23. Zgheib, E. (2018), "Development of new creep models and Eurocode 2 improvement in predicting concrete creep using statistical methods and considering admixtures' effects", Ph.D. Dissertation; Saint Joseph University and Lebanese University, Lebanon.