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Influence of Different Fibre Types on the Rheology of Strain Hardening Cementitious Composites Read chapter Read first chapter

2021 | OriginalPaper | Chapter

Evaluation of the Self-healing Capability of Ultra-High-Performance Fiber-Reinforced Concrete with Nano-Particles and Crystalline Admixtures by Means of Permeability

Authors : Hesam Doostkami, Marta Roig-Flores, Alberto Negrini, Eduardo J. Mezquida-Alcaraz, Pedro Serna

Published in: Fibre Reinforced Concrete: Improvements and Innovations

Publisher: Springer International Publishing

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Abstract

Self-healing is the capability of a material to repair its damage autonomously. Ultra-High-Performance Fiber Reinforced Concrete (UHPFRC) has potentially higher self-healing properties than conventional concrete because of its lower water/binder content and controlled microcracking due to the high fiber content. This work uses a novel methodology based on the permeability to evaluate autogenous self-healing of UHPFRC and enhanced self-healing, incorporating several additions. To this purpose, one UHPFRC was selected and modified to include alumina nanofibers in 0.25% by the cement weight, nanocellulose (nanocrystals and nanofibers), in a dosage of 0.15% by the cement weight, and 0.8–1.6% of a crystalline admixture. The results obtained show that the methodology proposed allows the evaluation of the self-healing capability of different families of concrete mixes that suffered a similar level of damage using permeability tests adapted to the specific properties of UHPFRC.

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previous chapter Corrosion Pattern and Mechanical Behaviour of Corroded Rebars in Cracked Plain and Fibre Reinforced Concrete
next chapter Material Characterisation for Nonlinear Finite Element Analysis (NLFEA)
Literature
1.
Homma, D., Mihashi, H., Nishiwaki, T.: Self-healing capability of fibre reinforced cementitious composites. J. Adv. Concr. Technol. 7(2), 217–228 (2009)CrossRef
2.
Maes, M., Snoeck, D., De Belie, N.: Chloride penetration in cracked mortar and the influence of autogenous crack healing. Constr. Build. Mater. 115, 114–124 (2016)CrossRef
3.
Edvardsen, C.: Water Permeability and Autogenous Healing of Cracks in Concrete, vol. 96 (1999)
4.
De Belie, N., et al.: A review of self-healing concrete for damage management of structures. Adv. Mater. Interfaces 5(17) (2018)
5.
Wang, H.L., Dai, J.G., Sun, X.Y., Zhang, X.L.: Characteristics of concrete cracks and their influence on chloride penetration. Constr. Build. Mater. 107, 216–225 (2016)CrossRef
6.
Wang, K., Jansen, D.C., Shah, S.P., Karr, A.F.: Permeability study of cracked concrete. Cem. Concr. Res. (1997)
7.
Šavija, B., Schlangen, E.: Autogeneous healing and chloride ingress in cracked concrete. Heron 61(1), 15–32 (2016)
8.
Ismail, M., Toumi, A., François, R., Gagné, R.: Effect of crack opening on the local diffusion of chloride in cracked mortar samples. Cem. Concr. Res. 38(8–9), 1106–1111 (2008)CrossRef
9.
Habel, K., Gauvreau, P.: Response of ultra-high performance fiber reinforced concrete (UHPFRC) to impact and static loading. Cem. Concr. Compos. 30(10), 938–946 (2008)CrossRef
10.
Denarié, E., Brühwiler, E.: Strain-hardening ultra-high performance fibre reinforced concrete: deformability versus strength optimization. Restor. Build. Monum. 17(6), 397–410 (2014)CrossRef
11.
Granger, S., Pijaudier-Cabot, G., Loukili, A.: Mechanical behavior of self-healed ultra high performance concrete: from experimental evidence to modeling. In: Proceedings of the 6th International Conference on Fracture Mechanics of Concrete and Concrete Structures, vol. 3, pp. 1827–1834 (2007)
12.
Escoffres, P., Desmettre, C., Charron, J.P.: 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 (2018)CrossRef
13.
Sisomphon, K., Copuroglu, O., Koenders, E.A.B.: Self-healing of surface cracks in mortars with expansive additive and crystalline additive. Cem. Concr. Compos. 34(4), 566–574 (2012)CrossRef
14.
Roig-Flores, M., Moscato, S., Serna, P., Ferrara, L.: Self-healing capability of concrete with crystalline admixtures in different environments. Constr. Build. Mater. 86, 1–11 (2015)CrossRef
15.
Roig-Flores, M., Pirritano, F., Serna, P., Ferrara, L.: 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 (2016)CrossRef
16.
Ferrara, L., Krelani, V., Carsana, M.: A ‘fracture testing’ based approach to assess crack healing of concrete with and without crystalline admixtures. Constr. Build. Mater. 68, 535–551 (2014)CrossRef
17.
Ferrara, L., Krelani, V., Moretti, F.: On the use of crystalline admixtures in cement based construction materials: from porosity reducers to promoters of self healing. Smart Mater. Struct. 25(8), 1–17 (2016)CrossRef
18.
Cuenca, E., Cislaghi, G., Puricelli, M., Ferrara, L.: Influence of self-healing stimulated via crystalline admixtures on chloride penetration. In: America Concrete Institute, vol. 2018(SP 326), pp. 1–10. ACI Spec. Publ. (2018)
19.
Borg, R.P., Cuenca, E., Gastaldo Brac, E.M., Ferrara, L.: Crack sealing capacity in chloride-rich environments of mortars containing different cement substitutes and crystalline admixtures. J. Sustain. Cem. Mater. 7(3), 141–159 (2018)
20.
21.
López, J.Á.: Characterisation of the Tensile Behaviour of UHPFRC By Means of Four-Point Bending Tests, March 2017
22.
Negrini, A., Roig-Flores, M., Mezquida-Alcaraz, E.J., Ferrara, L., Serna, P.: Effect of crack pattern on the self-healing capability in traditional, HPC and UHPFRC concretes measured by water and chloride permeability. In: MATEC Web Conference, vol. 289, p. 01006 (2019)
Metadata
Title
Evaluation of the Self-healing Capability of Ultra-High-Performance Fiber-Reinforced Concrete with Nano-Particles and Crystalline Admixtures by Means of Permeability
Authors
Hesam Doostkami
Marta Roig-Flores
Alberto Negrini
Eduardo J. Mezquida-Alcaraz
Pedro Serna
Copyright Year
2021
Book
Fibre Reinforced Concrete: Improvements and Innovations

Print ISBN: 978-3-030-58481-8

Electronic ISBN: 978-3-030-58482-5

Copyright Year: 2021

DOI
https://doi.org/10.1007/978-3-030-58482-5_45