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contributor authorDanqian Wang
contributor authorMiao Wu
contributor authorJing Ming
contributor authorJinjie Shi
date accessioned2022-02-01T22:05:20Z
date available2022-02-01T22:05:20Z
date issued11/1/2021
identifier other%28ASCE%29MT.1943-5533.0003925.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272588
description abstractThe passivation and chloride-induced corrosion behavior of aluminum alloys (AAs) 2014, 5083, and 6061, as a key component in aluminum alloy–concrete composite, were investigated in a pore solution of portland cement paste via electrochemical methods, scanning electron microscopy (SEM), and Raman spectroscopy. Results show that AA6061 presents the highest corrosion resistance due to the formation of uniform α-Al(OH)3 layer on both aluminum matrix and intermetallic phases. AA6061 shows the highest chloride threshold value while exhibiting the lowest corrosion resistance when chloride concentration is above the threshold. Different mechanisms of protection and chloride-induced corrosion for the three aluminum alloys in pore solution are proposed.
publisherASCE
titlePassivation and Chloride-Induced Corrosion Behavior of Aluminum Alloys in Pore Solution of Portland Cement Paste
typeJournal Paper
journal volume33
journal issue11
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003925
journal fristpage04021301-1
journal lastpage04021301-12
page12
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 011
contenttypeFulltext


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