Document Type : Research Paper

Authors

Civil Engineering Dept., University of Technology-Iraq, Alsina’a street, 10066 Baghdad, Iraq.

Abstract

Ultra-High Performance Concrete (UHPC) is a new generation of concrete characterized by its high strength, high durability, and high stiffness. Autogenously shrinkage represents one of the issues of UHPC that occurred at early ages. It occurs particularly during the first 48 hours after casting. This paper focuses on the ways that can be depended on to mitigate the autogenously shrinkage and obtain the outstanding mechanical properties of UHPC. The results showed that the use of coarse sand and high dose of high range water reduced the admixture above 5% of cementations of materials weight, and high ambient temperature at the time of mixing and casting led to increasing the autogenously shrinkage. While using fine sand, silica fume at 25% of cement weight, and crushed ice at 50% of mixing water to control the mixing temperature can reduce autogenously shrinkage significantly.

Highlights

  • In UHPC, autogenous shrinkage dominates over the drying shrinkage.
  • High pouring temperature and coarse sand increase the number and size of pores.
  • Increasing silica fume over 25% of cement content reduces compressive strength.
  • Adding steel or basalt fibers minimize the inverse effect of autogenous shrinkage.

Keywords

Main Subjects

[1] F. de Larrard, T. Sedran, Optimization of ultra-high-performance concrete by the use of a packing model, Cement and Concrete Research, 24 (1994) 997–1009, https://doi.org/10.1016/0008-8846(94)90022-1
[2] E. Fehling, M. Schmidt, J. Walraven, T. Leutbecher, S. Frohlich, Ultra-high performance concrete, fundamentals, design, examples Beton Kalender, Wilhen Ernst and Sohn, Germany, (2014)188.
[3] ACI 239R. Ultra-high-performance concrete: An emerging technology report, American Concrete Institute, ACI 239, (2018).
[4] N. A. Azmee, N. Shafiq, Ultra-high performance concrete: From fundamental to applications, Case Studies in Construction Materials, 9 (2018), https://doi.org/10.1016/j.cscm.2018.e00197
[5] R. Yu, P. Spiesz, H. J. H. Brouwers, Mix design and properties assessment of ultra-high performance fiber reinforced concrete (UHPFRC), Cement and Concrete Research, 56 (2014) 29–39, https://doi.org/10.1016/j.cemconres.2013.11.002
[6] F. De Larrard, t. Sedran, Mixture-proportioning of high-performance concrete, Cement and Concrete Research, 32 (2002) 1699–1704. https://doi.org/10.1016/S0008-8846(02)00861-X
[7] S. A. A. M. Fennis, J. C. Walraven, J. A. Den Uijl, The use of particle packing models to design ecological concrete, Heron, 54 (2009)183–20.
[8] O. A. Abd, Mechanical properties of high strength concrete containing different cementations materials, Engineering and Technology Journal, 34 (2016) 96-110.
[9] A. Al-Ghaban, H. Jaber, and A. Shaher, Investigation of addition different fibers on the performance of cement mortar, Eng. Technol. J., 36 (2018) 957–965. doi: 10.30684/etj.36.9a.3.
[10] M. Al-Ghaban and H. A. Jaber, A comparative investigation on mechanical properties of various fibers reinforced concrete, Eng. Technol. J., 37 (2019) 28–36.
[11] J. Liu, C. Shi, Z. Wu, Hardening, microstructure, and shrinkage development of UHPC: A review, Journal of Asian Concrete Federation, 5 (2019) 1–19. https://doi.org/10.18702/acf.2019.12.5.2.1
[12] P. Lura, O.M. Jensen, K. van Breugel, Autogenous shrinkage in high-performance cement paste: an evaluation of basic mechanisms, Cement Concr. Res. 33 (2003) 223–232.
[13] A. Kamen, Time dependent behavior of ultra-high performance fiber reinforced concrete (UHPFRC), (2006) 1–8.
[14] L. Yang, C. Shi, and Z. Wu, Mitigation techniques for autogenously shrinkage of ultra-high-performance concrete – A review, Compos. Part B Eng., 178 (2019) 107456, doi: 10.1016/j.compositesb.2019.107456
[15] T. Xie, C. Fang, M. S. Mohamad Ali, and P. Visintin, Characterizations of autogenously and drying shrinkage of ultra-high performance concrete (UHPC): An experimental study, Cem. Concr. Compos. 91 (2018) 156–173, doi: 10.1016/j.cemconcomp.2018.05.009.
[16] S. Han, Y. Cui, H. Huang, M. An, Z. Yu, Effect of curing conditions on the shrinkage of ultra-high-performance fiber-reinforced concrete, Advances in Civil Engineering, (2018). https://doi.org/10.1155/2018/5238278
[17] ASTM International, ASTM C 150/ C150M-15 Standard specification for Portland cement, ASTM Int., (2015) 1–9, doi: 10.1520/C0150.
[18] ASTM International, ASTM C 1240-05Standard specification for silica fume used in cementations mixtures, ASTM Int.,  (2005) 1–7.
[19] ASTM International, ASTM C 618-12aStandard specification for coal fly ash and raw or claimed natural pozzolan for use in concrete, ASTMInt  (2012)1–5.
[20] Arora, A. Almujaddidi, F. Kianmofrad, B. Mobasher, and N. Neithalath, Material design of economical ultra-high performance concrete (UHPC) and evaluation of their properties, Cem. Concr. Compos. 104 (2019) 103346, doi: 10.1016/j.cemconcomp.2019.103346.