2019
DOI: 10.1016/j.wear.2019.04.017
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Topography studies of concrete abraded with ice

Abstract: Topography studies of concrete-ice abrasion were made to proceed in our understanding of the mechanisms of concrete wear by ice on Arctic offshore structures.The effects on various initial surfaces of a B75 normal-weight concrete (smooth, rough, sawn) and on the sawn surface of a LB60 lightweight concrete were studied during concrete-ice abrasion experiments. The degradation of a concrete surface appears mainly as valley formation resulting from air voids opening, or aggregate protrusion and cutting

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Cited by 10 publications
(2 citation statements)
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“…On the other hand, the kurtosis (S ku ) was significantly higher than 3 for the reference specimens, which demonstrated the higher weight of the tails distribution (i.e. steep or sharp tails of valleys and peaks) in the scanned surface area [52,53]. Nonetheless, the kurtosis (S ku ) values for TiO 2 coated series were lower than (but quite close to) 3, which demonstrated a lower distribution sharpness of the tails obtained on the scanned surfaces by adding the nano-TiO 2 particles onto the surface.…”
Section: Surface Roughnessmentioning
confidence: 91%
“…On the other hand, the kurtosis (S ku ) was significantly higher than 3 for the reference specimens, which demonstrated the higher weight of the tails distribution (i.e. steep or sharp tails of valleys and peaks) in the scanned surface area [52,53]. Nonetheless, the kurtosis (S ku ) values for TiO 2 coated series were lower than (but quite close to) 3, which demonstrated a lower distribution sharpness of the tails obtained on the scanned surfaces by adding the nano-TiO 2 particles onto the surface.…”
Section: Surface Roughnessmentioning
confidence: 91%
“…2b, d, f and h). In these images, you can see the areas where the heat is most accumulated and emitted to a greater extent (warmer areas); these correspond to the areas where the asphalt layer has been completely removed due to degradation, which can be caused by different factors: atmospheric conditions [55,56]; chemical and physical attacks [57,58]; friction due to the movement of cars [59]. Related to the physical deterioration, the effects of temperature on the structural quality of the concrete slabs (micro-cracking and micro-cracking) were also observed [60,61], because the cyclic variation of the temperature causes granulometric disintegration of the concrete [62].…”
Section: Mechanical Characterization Of the Samplesmentioning
confidence: 99%