An Elastoplastic Damage Constitutive Model for Cementitious Materials under Wet-Dry Cyclic Sulfate Attack
Figure 5
Comparison between simulated compressive strength values and test data for mortars exposed to different sulfate solution concentrations and numbers of wet-dry cycles: (a) mortars in 0.5% sulfate solution after 30 wet-dry cycles; (b) mortars in 10% sulfate solution after 120 wet-dry cycles.
