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- W2783010183 abstract "A critical loading ratio is reached at 50% of concrete ultimate load. Beyond this point thepresence of micro cracks exerts a big influence on the chloride transport. For compression thestrain distribution in the sample developed micro-cracking system that is more or lesshomogeneously distributed in the sample. Therefore it is expected the same chloride profileregardless of the position. When combined splitting tensile load and chloride attack are actingon concrete, the main micro-crack system is located on the loading plane. This contributes toregular and alike shaped chloride profiles if they are taken from planes that are kept parallel tothe splitting one. Prismatic samples (100 x 100 x 400 mm) made of OPC binder were exposedto a 3% by weight sodium chloride solution while maintaining a loading ratio equal to 60 %of the maximum capacity. Cubic samples (side = 150 mm) made of OPC and 50% BFS hadsimilar chemical exposure while applying a permanent splitting tensile load corresponding to65 % of their breaking capacity. After the exposure, ground layers were obtained from thesamples to determine the total chloride ingress into the concrete by means of potentiometrictitration and the effect of the load on the chloride ingress was assessed." @default.
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- W2783010183 date "2016-01-01" @default.
- W2783010183 modified "2023-09-22" @default.
- W2783010183 title "Chloride penetration in concrete under compression or splitting tensile load representing 60-65 per cent of the ultimate load" @default.
- W2783010183 hasPublicationYear "2016" @default.
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