Technical Papers
Jun 11, 2015

Repeated Autogenous Healing in Strain-Hardening Cementitious Composites by Using Superabsorbent Polymers

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 1

Abstract

Autogenous healing is an already-present feature in strain-hardening cementitious materials, but it is an inferior mechanism because it can only heal small cracks in the presence of water. A cementitious material with synthetic microfibers and superabsorbent polymers (SAPs) could provide a solution. In this study, the ability of repeatable promoted autogenous healing in fiber-reinforced, strain-hardening cementitious materials with and without SAPs is investigated by comparing their mechanical properties after they are subjected to two cycles of loading under a four-point-bending test. The results indicate that SAP particles promote self-healing. The main mechanisms of the autogenous healing are the hydration of unhydrated cementitious materials in cracks and the precipitation of calcium carbonate on the crack faces. The healed specimens are able to regain some of their mechanical properties (up to 75%). Even second reloading of those healed samples leads to partial additional regain in mechanical properties (up to 66%).

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

As a research assistant of the Research Foundation-Flanders (FWO-Vlaanderen), D. Snoeck wants to thank the foundation for the financial support. The authors want to thank all companies for providing the needed materials and S. De Buck for preparing the thin cross sections. This work was partly carried out in the framework of the M.Sc. dissertation of S. Debaecke.

References

European Committee for Standardization. (2009). “Testing fresh concrete—Part 5: Flow table test, 8.
Edvardsen, C. (1999). “Water permeability and autogenous healing of cracks in concrete.” ACI Mater. J., 96(4), 448–454.
Fan, S., and Li, M. (2015). “X-ray computed microtomography of three-dimensional microcracks and self-healing in engineered cementitious composites.” Smart Mater. Struct., 24(1), 015021.
Granger, S., Loukili, A., Pijaudier-Cabot, G., and Chanvillard, G. (2007). “Experimental characterization of the self-healing of cracks in an ultra high performance cementitious material: Mechanical tests and acoustic emission analysis.” Cem. Concr. Res., 37(4), 519–527.
Homma, D., Mihashi, H., and Nishiwaki, T. (2009). “Self-healing capability of fibre reinforced cementitious composites.” J. Adv. Concr. Technol., 7(2), 217–228.
Jonkers, H. M. (2011). “Bacteria-based self-healing concrete.” Heron, 56(1/2), 1–12.
Kim, J. S., and Schlangen, E. (2010). “Super absorbent polymers to simulate self healing in ECC.” 2nd Int. Symp. on Service Life Design for Infrastructures, K. van Breugel, G. Ye, and Y. Yuan, eds., RILEM Publications SARL, Delft, the Netherlands, 849–858.
Lee, H. X. D., Wong, H. S., and Buenfeld, N. R. (2010a). “Potential of superabsorbent polymer for self-sealing cracks in concrete.” Adv. Appl. Ceram., 109(5), 296–302.
Lee, H. X. D., Wong, H. S., and Buenfeld, N. R. (2010b). “Self-sealing cement-based materials using superabsorbent polymers.” Proc., Int. RILEM Conf. on Use of Superabsorbent Polymers and Other New Additives in Concrete, RILEM, Paris, 171–178.
Li, V. C., and Herbert, E. (2012). “Robust self-healing concrete for sustaibable infrastructure.” J. Adv. Concr. Technol., 10(6), 207–218.
Li, V. C., Wang, S., and Wu, C. (1997). “Tensile strain-hardening behavior of polyvinyl alcohol engineered cementitious composites (PVA-ECC).” ACI Mater. J., 98(6), 483–492.
Li, V. C., Wu, C., Wang, S., Ogawa, A., and Saito, T. (2002). “Interface tailoring for strain-hardening polyvinyl alcohol-engineered cementitious composites (PVA-ECC).” ACI Mater. J., 99(5), 463–472.
Schröfl, C., Mechtcherine, V., and Gorges, M. (2012). “Relation between the molecular structure and the efficiency of superabsorbent polymers (SAP) as concrete admixture to mitigate autogenous shrinkage.” Cem. Concr. Res., 42(6), 865–873.
Snoeck, D., et al. (2014a). “The influence of different drying techniques on the water sorption properties of cement-based materials.” Cem. Concr. Res., 64, 54–62.
Snoeck, D., and De Belie, N. (2012). “Mechanical and self-healing properties of cementitious composites reinforced with flax and cottonised flax, and compared with polyvinyl alcohol fibres.” Biosyst. Eng., 111(4), 325–335.
Snoeck, D., Dubruel, P., and De Belie, N. (2012a). “Superabsorbent polymers to prevent water movement in cementitious materials.” Int. J. 3R’s, 3(3), 432–440.
Snoeck, D., Schaubroeck, D., Dubruel, P., and De Belie, N. (2014c). “Effect of high amounts of superabsorbent polymers and additional water on the workability, microstructure and strength of mortars with a water-to-cement ratio of 0.50.” Constr. Build. Mater., 72, 148–157.
Snoeck, D., Steuperaert, S., Van Tittelboom, K., Dubruel, P., and De Belie, N. (2012b). “Visualization of water penetration in cementitious materials with superabsorbent polymers by means of neutron radiography.” Cem. Concr. Res., 42(8), 1113–1121.
Snoeck, D., Van Tittelboom, K., Steuperaert, S., Dubruel, P., and De Belie, N. (2014b). “Self-healing cementitious materials by the combination of microfibres and superabsorbent polymers.” J. Intell. Mater. Syst. Struct., 25(1), 13–24.
SPSS [Computer software]. New York, IBM.
ter Heide, N. (2005). “Crack healing in hydrating concrete.” Dissertation, Delft Univ. of Technology, Delft, the Netherlands.
van Breugel, K. (2007). “Is there a market for self-healing cement-based materials?” Proc., 1st Int. Conf. on Self-Healing Materials, RILEM, Paris, 1–9.
Van Tittelboom, K., Gruyaert, E., Rahier, H., and De Belie, N. (2012). “Influence of mix composition on the extent of autogenous crack healing by continued hydration or calcium carbonate formation.” Constr. Build. Mater., 37, 349–359.
Yang, E.-H. (2008). “Designing added functions in engineered cementitious composites.” Dissertation, Univ. of Michigan, Ann Arbor, MI.
Yang, Y., Lepech, M. D., Yang, E.-H., and Li, V. C. (2009). “Autogenous healing of engineered cementitious composites under wet-dry cycles.” Cem. Concr. Res., 39(5), 382–390.
Yao, Y., Zhu, Y., and Yang, Y. (2012). “Incorporation of SAP particles as controlling pre-existing flaws to improve the performance of ECC.” Constr. Build. Mater., 28(1), 139–145.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 1January 2016

History

Received: Sep 22, 2014
Accepted: Apr 8, 2015
Published online: Jun 11, 2015
Discussion open until: Nov 11, 2015
Published in print: Jan 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

D. Snoeck, Ph.D. [email protected]
Magnel Laboratory for Concrete Research, Dept. of Structural Engineering, Faculty of Engineering and Architecture, Ghent Univ., Technologiepark Zwijnaarde 904, B-9052 Ghent, Belgium (corresponding author). E-mail: [email protected]
N. De Belie, Ph.D. [email protected]
Professor, Magnel Laboratory for Concrete Research, Dept. of Structural Engineering, Faculty of Engineering and Architecture, Ghent Univ., Technologiepark Zwijnaarde 904, B-9052 Ghent, Belgium. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share