This paper aims to investigate the evolution of electrical resistance and piezoresistivity of carbon nanofibers (CNFs) mortar with freeze-thaw cycles in solutions containing 0%, 1.5% and 3.0% NaCl. Two temperature ranges selected for the freeze-thaw cycles are −10 °C to 10 °C and −20 °C to 20 °C respectively. Four groups of cement mortars with water to cement ratios (w/c) of 0.5, 0.45, 0.4 and 0.35 were prepared by incorporating 2.25% CNFs by cement volume. Additionally, cyclic loading damage was applied to selected samples before exposure to freeze-thaw cycles. Experimental results showed that the strain-sensing sensitivity and linearity of CNFs mortar with low w/c ratios were decreased by the freeze-thaw cycles under temperature of −10 °C to 10 °C. However, the samples with high w/c ratios exhibited an opposite tendency with freeze-thaw cycles. The higher concentration of NaCl solution induced the worse degradation of sensitivity and linearity of low w/c ratio samples. The salt freeze-thaw cycles under temperature of −20 °C to 20 °C resulted in the obvious degradation of piezoresistivity for all the samples. Moreover, the cyclic loading history before freeze-thaw cycles debased the sensitivity and linearity of strain-sensing property of CNFs mortars. Therefore, negative effects from both mechanical loading and freeze-thaw environment should be fully considered for the field application of this type of self-sensing material.
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