1. Early-age compressive behavior and stress–strain relationship of high -strength SSP-cement mortar.
- Author
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Sheng, Guohua, Tian, Huiyu, Jin, Shengji, Liu, He, Xiu, Jingtao, and Wei, Zheng
- Abstract
Steel slag powder-cement composite mortar (SSP-cement mortar), a low-carbon building material with industrial solid waste can effectively utilize SSP. However, the low hydration activity of SSP has a significant adverse effect on its early-age behavior. In this study, the early-age compressive behavior and stress–strain relationship of a high-strength SSP-cement mortar at the first curing period of 7 days were comprehensively studied. The mix proportion parameters include the replacement ratio of SSP R
s , cement strength grade fce , mesh of SSP ν, and water-binder ratio W/B. The curing temperature was set at T = 20℃ and T = 80℃. The results indicate that: firstly, at T = 20℃ and T = 80℃, the optimal values for cube compressive strength fcu are 71.2 MPa and 112.4 MPa, respectively, axial compressive strength fc are 50.1 MPa and 85.4 MPa, respectively. Secondly, with the increase of Rs , the fc , elastic modulus Ec , and toughness U, showed decreasing trends, the peak strain εcp shows an increasing trend. The trends have weakened at T = 80 ℃. With the increase of fce and ν, all the indexes (fc , εcp , Ec , and U) show an upward trend. With the increase of W/B, all the indexes show a decreasing trend and are more pronounced at T = 20℃. Finally, an early compressive stress–strain relationship of SSP-cement mortar was established. Based on the given parameters and curing temperatures, a compressive strength prediction model is provided to guide engineering applications. [ABSTRACT FROM AUTHOR]- Published
- 2025
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