Behaviour of mortar and concrete at extremely low temperatures

The behaviour of hydrated cement paste, mortar and concrete specimens (age ～ 110 days) was investigated at low temperatures and after cyclic temperature-time histories. The relative changes of thermal strains, compressive and tensile splitting strength as well as the alteration of pore structure were studied. The strength in the frozen state increases with decreasing temperature and rising moisture content. If the frozen water-saturated mortar or concrete is reheated to room temperature a loss of strength is registered. The loss of strength increases with the number of temperature cycles. Storing the specimens at rel. hum. below 85% no losses were registered and no irreversible expansion occured. Water-saturated mortar showed after only 12 cycles an irreversible positive strain of 2,7%, indicating internal damage which was also proved by mercury porosimetry. Thus, the moisture content seems to be one of the decisive factors affecting the sensitivity of mortar and concrete subjected to extremely low temperatures.