MECHANICAL PROPERTIES AND SELF-HEALING MECHANISM OF EPOXY MORTAR
DOI:
https://doi.org/10.11113/jt.v77.6306Keywords:
Self-healing, self-healing epoxy mortar, cracks, self-healing agentAbstract
Crack deformation in concrete start with hairline crack or micro-crack which can lead to major crack if not prevented. Crack can cause a major deterioration to the structure as liquid can penetrate inside and cause damage as a result; the durability of concrete will decrease. Self-healing concrete was introduced to automatically repair hairline crack or micro-crack without external intervention. Previous study had shown that by introducing bacteria into the concrete, the crack will heal itself. This paper presents the study on self-healing mortar by using epoxy resin without hardener as a self-healing agent. The self-healing process was evaluated using Ultrasonic Pulse Velocity measurements up to 180 days. Mortar specimens were prepared with mass ratio of 1:3 (cement: fine aggregate), water-cement ratio of 0.48 and 10% epoxy resin of cement content. All tested specimens were subjected to wet-dry curing; where compressive strength, flexural strength, and tensile splitting strength and self-healing mechanism were measured. The results obtained shows that, all strength properties of the self-healing epoxy mortar were significantly higher than the control sample and became constant at 10 % of epoxy resin content. Based on the pulse velocity measurements, after 60 days the cracks of the mortar healed automatically as a result of the reaction between the unhardened epoxy resin and hydroxyl ion from cement hydrate. This shows the ability of the epoxy to be used as self-healing agent.Â
References
Zhang, M., F. Xing, H. Z. Cui and H. Lu. 2011. Study on Self-Healing Concrete with Pre-Embedded Healing Agent. Advanced Materials Research. 405-408.
Sisomphon, K., O. Copuroglu and E. A. B. Koenders. 2012. Self-healing of Surface Cracks in Mortars With Expansive Additive and Crystalline Additive. Cement and Concrete Composites. 34(4): 566-574.
Turner, L. 1937. The Autogenous Healing of Cement and Concrete: Its Relation to Vibrated Concrete and Cracked Concrete. Proceedings of International Association for Testing Materials. London Congress.
Nijland, T. G., J. A. Larbi, R. P. J. van Hees, B. Lubelli, and M. R. de Rooij. 2007. Self-healing Phenomena in Concretes and Masonry Mortars: A Microscopic Study. In: S. van der Zwaag (Ed.). 1st International Conference on Self-Healing Materials, (Dordrecht).
Edvardsen, C. 1999. Water Permeability and Autogenous Healing of Cracks in Concrete. ACI Materials Journal. 96(4): 448-454.
ASTM C150/C150M-12. 2012. Standard Specification for Portland Cement.
JIS A 1171–2000. 2000. Test Methods for Polymer-Modiï¬ed Mortar.
ASTM C1403-14. 2014. Standard Test Method for Rate of Water Absorption of Masonry Mortars.
BS EN 12390-3:2009. 2009. Testing hardened concrete. Compressive Strength of Test Specimen.
ASTM C348-08. 2008. Standard Test Method for Flexural Strength of Hydraulic-Cement Mortars.
ASTM C496/C496M-11. 2004. Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens.
Ota, M., T. Ohkubo and M. Ochi. 2011. Strength Development Through Long-Term Dry Curing Of Initially Combined Wet/Dry-Cured and Steam-Cured Hardener-Free Epoxy-Modified Mortars. Journal of Structure and Construction Engineering. 76(663): 875-880.
Ohama, Y., S. Kumagai, and Y. Miyamoto. 2004. High-strength Development Through Accelerated Curing of Epoxy-Modified Mortars Without Hardener. In: Maultzsch M (ed) Proceedings of the 11th international congress on polymers in concrete. BAM, Berlin, Germany. 239-246.
Ohama Y. and S. Takahashi. 2003. Effects of Accelerated Curing Conditions on Strength Properties of Epoxy-Modified Mortars without Hardener. Proceedings of the Seventh International Symposium on Brittle Matrix Composites. Warsaw. 533-541.
Ohama, Y., K. Demura and T. Endo. 1993. Properties of Polymer-Modified Mortars Using Epoxy Resin Without Hardener. American Society for Testing and Materials. 90-103.
Ohama, Y. 1996. Polymer-based Materials for Repair. Construction and Building Materials. 10(1): 77-82.
Ariffin, N. F., M. W. Hussin, A. R. Mohd Sam, M. A. R. Bhutta, N. H. Abd. Khalid and J. Mirza. 2015. Strength Properties and Molecular Composition of Epoxy-Modified Mortars. Construction and Building Materials. 94: 315-322.
Xudong, C., W. Shengxing, and Z. Jikai. 2013. Influence of Porosity on Compressive and Tensile Strength of Cement Mortar. Construction and Building Materials. 40: 869-874.
Ariffin, N. F., M. W. Hussin, A. R. Mohd Sam, M. A. Rafique Bhutta, N. H. Abdul Shukor Lim and N. H. Abd Khalid. 2015. Degree of Hardening of Epoxy-Modified Mortars without Hardener in Tropical Climate Curing Regime. Advanced Materials Research. 1113: 28-35.
Musarrat, U. K. A., Y. Ohama, K. Demura, and M. I. Zafar. 1993. A Note On The Formation Of Ca(OH)2 Crystals In Polymer-Modified Mortars. 23: 484-485.
Feiteira, J., and M. S. Ribeiro. 2013. Polymer Action on Alkali–Silica Reaction in Cement Mortar. Cement and Concrete Research. 44: 97-105.
Downloads
Published
Issue
Section
License
Copyright of articles that appear in Jurnal Teknologi belongs exclusively to Penerbit Universiti Teknologi Malaysia (Penerbit UTM Press). This copyright covers the rights to reproduce the article, including reprints, electronic reproductions, or any other reproductions of similar nature.