Mechanical Properties of Sand-Cement Mortar with Different Water/Cement Ratio under Thermal Gradient Conditions

Abstract:

The paper studies the strength properties of sand-cement rod with the water-cement ratios of 0.4, 0.44, 0.49 and 0.54 under thermal gradient conditions. Experimental research concerns the influence of the temperature gradient within 60 to –20 ^оС on the mechanical properties of the sand-cement mortar with the different water-cement ratio. It is shown that the strength gain rate of sand-cement specimens varies in different periods of curing. The strength index of the sand-cement rod also varies in the conditions of heat and mass transfer that is supported by the theoretical background. The indicated temperature gradient significantly affects the curing process of the sand-cement specimens. Lower intensity of the strength gain is observed in specimens after 4-hour curing. The increase in the curing time from 8 to 12 hours leads to more intensive strength gain starting from the third specimen, when positive temperature begins. After 8-hour curing, the strength gain rate grows starting from the fifth specimen. At last, 12-hour curing results in the higher rate of the strength gain. Further increase in the curing time can lead to the highest strength gain rate. The rupture point drops with increasing water-cement ratio for all the specimens, independently of their position in the rod. Investigation of these processes will provide a better understanding of the negative effect of thermal gradient on the concrete structures and allow finding ways to increase their service life.

• Periodical: Materials Science Forum (Volume 1082)
• Pages: 227-233
• DOI: https://doi.org/10.4028/p-8g401v
• Online since: March 2023
• Authors: S.V. Korobkov*, A.I. Gnyrya
• Keywords: Sand-Cement Mortar, Strength Gain, Temperature Gradient

References

[1] M. Dhananjay and K. Abhilash, GJRE-E. 14, 5 (2014) 1-17.

[2] W.G.J. Prasanna and A.P. Subhashini, Proc. Int. Conf. on on Sustainable Built Environment (Kandy), 2010, p.496–504.

[3] H.H. Hussein and O.S. Saeed, IJEIT. 3 (2013) 86–93.

[4] Jian Gong, Weijiu Cui, Yong Yuan, Xiaoping Wu, IJHRB. 4 (2015) 283–290.

[5] Q.X. Le, V.T.N. Dao, C. Maluk, J. Torero and L. Bisby, An investigation into temperature gradient effects on concrete performance at elevated temperatures, Mechanics of Structures and Materials: Advancements and Challenges eds Hao & Zhang, London: Taylor & Francis Group, 2017, p.951–956.

DOI: 10.1177/1369433217746347

[6] Q.X. Le, V.T.N. Dao, J. Torero, C. Maluk and L. Bisby, Adv. Struct. Eng. 21 (2018) 1223–1233

DOI: 10.1177/1369433217746347

[7] Q.X. Le, A Study of Temperature Gradient Effects on Mechanical Properties of Concrete at Elevated Temperatures MPhil Thesis (Brisbane: The University of Queensland, Australia), 2016, p.130

DOI: 10.14264/uql.2016.566

[8] J.M. Richardson and J.M. Armaghani, Transp. Res. Rec. 1121 (1987) 7–12.

[9] G.K. Kamalakara, M.N. Srikanth, B.K. Sachin Kumar, S.K. Vijaykumar, B.W. Siddharam, and M. Sushmitha, IJRAR. 5 (2018) 1022–1028.

[10] V.B. Math, Akshatha Sheregar and G. Kavitha, EJERS. 4 (2015) 35–43.

[11] Xiang Shen Hou, Xin Kai Li, Bo Peng and Guang Hui Deng, Adv. Mat. Res. 723 (2013) 163–170.

[12] Tao Liu, Tech. Bull. 55 (2017) 649–659.

[13] Peizhi Sun and D.G. Zollinger, Transport. Res. Rec. 2504 (2015) 124–132.

[14] Shobha Rani Arangi, R.K. Jain, IJIRAE. 2 (2015) 1–9.

[15] P. Sathish, A. Pradhan Kumar and B. Sridhar, VFSTR Journal of STEM. 03 (2017) 2455–2062.

[16] T. Nishizawa, M. Koyanagawa, Y. Takeuchi, K. Kubo and T. Yoshimoto, Transport. Res. Rec. 2640 (2017) 104–114.

[17] T. Nishizawa, M. Koyanagawa, Y. Takeuchi, K. Kubo and T. Yoshimoto, Journal of JSCE. 72 (2016) I_105-I_113.

[18] T. Nishizawa, T. Ozeki, K. Katoh and K. Matsui, Transport. Res. Rec. 2095 (2009) 3–12.

[19] A.I. Gnyrya, Yu.A. Abzaev, S.V. Korobkov and K.S. Gauss, IOP Conf. Ser.: Earth Environ. Sci. 193, 012010

DOI: 10.1088/1755-1315/193/1/012010

[20] K.V. Aksenchik, Vestnik Cherepovets State University. 4 (2010) 63-67.