“…h) Combination of mechanical load, freeze-thaw cycles and chloride penetration [23] i) Combined effect of mechanical load and environmental actions [31] j) Combination of mechanical load and carbonation [30] Chloride penetration and compression 0.3, 0.5, 0.7 Diffusion coefficient increased when the stress level was higher than 50% of compressive strength [25] Chloride penetration and compression 0.4, 0.75, 0.9 Diffusion coefficient as determined at a stress level of 90% was three times larger than that of unloaded specimens [32] Chloride penetration and compression 0.2, 0.35, 0.5 The apparent chloride diffusion coefficient decreased with the increase of stress level if the stress level remained below 0.5 [33] Tension and compression 0.3, 0.5 Chloride content was the highest in concrete stressed under tension and lowest in concrete under compression [34] Carbonation under compression A critical value was observed; above this value compression increased the rate of carbonation [35] Water absorption under tension 0.6, 0.8, 0.9 Water absorption was insensitive below a load level less than 90% [4] Bending, frost action, and chloride penetration 0.1, 0.25, 0.5 The higher the stress ratio was, the faster the DME dropped [23] Bending and chemical reaction 0.1,0.2,0.3,0.4,0.5 Reduction in flexural strength [36] Bending and frost action 0.1, 0.25, 0.5 External stress influenced the deterioration rate [22] Bending, frost action, and chloride penetration 0.3, 0.4 The higher the stress ratio was, the higher the risk of steel corrosion was Journal of Sustainable Cement-Based Materials 9…”