The Research of the Effect of Dynamic Load and Temperature on the Diffusion Performance of Chlorideion in Concrete
The diffusion performance of chloride ion in concrete under the coupling action of dynamic load and environment was researched by a new set of experimental system. The experiment are composed of study of saturated performance of concrete, diffusion performance of chloride ion with different water binder ratio and under coupling action of dynamic load and temperature. The results show that the transport mechanism of chloride ion in concrete accounted with diffusion theory due to the 99% of saturation degree of concrete; the diffusion coefficient of chloride ion is decreased with the increasing water binder ratio, but is increased with temperature increase; and the diffusion coefficient of chloride ion is changed with cycle number.
C. H. Wang et al., "The Research of the Effect of Dynamic Load and Temperature on the Diffusion Performance of Chlorideion in Concrete", Advanced Materials Research, Vols. 163-167, pp. 3167-3173, 2011