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- W1483703564 abstract "The concrete along with steel, are theresponsibility structural material required to respond tomechanical stresses; specifically, the tensile stresses are borne bythe steel, and it is this material that involvement of durability canlose their resilience. Corrosion of steel is one of the main causes ofthis affectation in the steel, and this is caused by the entry ofchloride ions in the called phenomenon diffusion.This phenomenon is governed by the diffusion equations ofthe Fick's first and second law [1]; for these, there are severalmodels that describe the behavior of chloride diffusion inconventional concrete, but nevertheless, not in the recycledconcrete.In this paper, are used as basis, the models of JanzhuangXiao et al. [2] and Long-Yuang Li et al. [3] to model and simulatethe phenomenon of chloride diffusion in concrete with recycledaggregates; for which it has been used a five-phase model for theaggregate: old and new Interfacial Transition Zones (ITZ), newand old mortar, and original aggregate. Furthermore, in thismodel were considered as variables the Thickness of theInterfacial Transition Zone (TITZ), the rate of old mortaradhered, the volume fraction of the aggregates and the continuityof the ITZ. The model considered, was composed by a" @default.
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- W1483703564 date "2014-12-27" @default.
- W1483703564 modified "2023-09-27" @default.
- W1483703564 title "Modeling and simulation of chloride diffusion in concrete with recycled aggregates" @default.
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- W1483703564 doi "https://doi.org/10.15224/978-1-63248-006-4-63" @default.
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