Abstract
While research on self-healing of cement-based materials has recently gained considerable attention and made sizable progress, there is still ongoing debate and controversy regarding the effect of crack closing induced by autogenous self-healing on mechanical strength recovery. Despite that several techniques have been used to capture and quantify the self-healing of surface cracks, the resulting effect on mechanical strength has not, to date, been explored and quantified in a rigorous and systematic manner. Therefore, in this study, a broad array of multi-scale techniques including non-destructive shear wave velocity, high-resolution X-ray computed tomography (µCT), and 3D image analysis was deployed to examine the effects of autogenous crack self-healing on the mechanical strength recovery in various mortar specimens. The influence of microstructural changes induced by additives such as swelling compounds, silica-based additions, and carbonating minerals on strength recovery under diverse environmental exposures was further explored. The results capture the relationship between the crack closing mechanism imparted by self-healing and mechanical strength recovery, therefore elucidating the discrepancies in mechanical strength recovery results reported in the open literature.
Highlights
While research on self-healing of cement-based materials has recently gained considerable attention and made sizable progress, there is still ongoing debate and controversy regarding the effect of crack closing induced by autogenous self-healing on mechanical strength recovery
Specimens incorporating silica-based additions such as fly ash achieved higher strength recovery than the other specimens incorporating swelling compounds and carbonating minerals. This indicates that the strength recovery achieved by FA20 specimens can be related to the progress of the hydration process and further formation of calcium silicate hydrate (CSH) due to pozzolanic reactions
This is further supported by work of Şahmaran et al.[37] who investigated the mechanical strength recovery of engineered cementitious composites (ECCs) specimens, which either incorporated class F fly ash or slag, using resonant frequency (RF) tests
Summary
While research on self-healing of cement-based materials has recently gained considerable attention and made sizable progress, there is still ongoing debate and controversy regarding the effect of crack closing induced by autogenous self-healing on mechanical strength recovery. The encouraging results outlined above motivated the use of shear wave velocity measurements in the present study to explore the effects of crack self-healing on mechanical strength recovery in cement mortar. The effect of autogenous crack closing due to self-healing on mechanical strength recovery of cementbased materials has not been duly investigated.
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