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contributor authorSujing Zhao
contributor authorEmily Van Dam
contributor authorDavid Lange
contributor authorWei Sun
date accessioned2017-12-16T09:02:59Z
date available2017-12-16T09:02:59Z
date issued2017
identifier other%28ASCE%29MT.1943-5533.0001744.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237912
description abstractPremature deterioration of concrete due to abrasion has been a critical problem in many civil engineering structures. As a novel material, ultra-high performance concrete (UHPC) shows the potential to be used as an outstanding wear resistant material whereas there is a lack of detailed research on its abrasion behavior. This study investigated the abrasion resistance of a UHPC as compared with a high performance concrete (HPC), and nanoscratch tests were carried out to understand the underlying mechanisms that govern the macrobehavior. The results indicate that the abrasion resistance of the UHPC is approximately 50% higher than that of the HPC, which is primarily the result of the higher wear resistance of the UHPC paste. The scratch test results reveal that phases with higher hardness/stiffness such as unreacted particles are much less prone to be rubbed away than low hardness/stiffness phases like hydration products. Therefore, the UHPC paste, which is primarily comprised of high-stiffness hydration gels and unreacted particles, exhibits a higher scratch resistance than the HPC paste in terms of a smaller average scratch depth.
publisherAmerican Society of Civil Engineers
titleAbrasion Resistance and Nanoscratch Behavior of an Ultra-High Performance Concrete
typeJournal Paper
journal volume29
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001744
treeJournal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 002
contenttypeFulltext


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