Self-Healing Characterization of Engineered Cementitious Composite Materials

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Simulation of self-healing by further hydration in cementitious materials (2012, background): “Some researchers investigated the mechanism of self-healing in water-filled cracks and concluded that further hydration of unhydrated cement and the nucleation of calcite were the main contributions of self-healing in cementitious materials [9–14].”
Coupled effects of crack width, slag content, and conditioning alkalinity on autogenous healing of engineered cementitious composites (2016, background): “Fiber bridging might very likely facilitate the precipitation of healing products and promotes healing in ECC [38].”
Characterization and quantification of self-healing behaviors of microcracks due to further hydration in cement paste (2013, methodology): “The healing products were determined by comparing the FTIR and XRD results of the obtained powder with those of the cement paste [7].”
Incorporation of Phase Change Materials in Cementitious Systems via Fine Lightweight Aggregate (2012, background): “due to cracking, while the presence of cracks can exacerbate corrosion by providing aggressive 24 media easy access to reinforcing steel and amplifying the amount of damage caused by 25 successive freeze/thaw cycles [12].”