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Modeling the evolution of C 3 S-C 3 S grain interface over hydration time
Aleena Renjith Alex,
Published in CRC Press/Balkema
2018
Pages: 109 - 112
Abstract
The hydration states of Tricalcium silicate is modeled using the microstructural information obtained from Electron Imaging. The mechanical properties of individual phases determined using Nanoindentation is superimposed to the processed image to obtain the stiffness of individual grain-grain connectivity. This collective stiffness is then used in the Representative Volume Element (RVE) corresponding to the specific state of hydration. © 2018 Taylor & Francis Group, London.
About the journal
JournalComputational Modelling of Concrete Structures - Proceedings of the conference on Computational Modelling of Concrete and Concrete Structures, EURO-C 2018
PublisherCRC Press/Balkema
Open AccessNo
Concepts (16)
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    Computation theory
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    Concrete buildings
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    Concrete construction
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    Concretes
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    Hydration
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    Silicates
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    Stiffness
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    ELECTRON IMAGING
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    GRAIN CONNECTIVITY
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    HYDRATION STATE
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    INDIVIDUAL GRAINS
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    MICROSTRUCTURAL INFORMATION
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    PROCESSED IMAGES
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    REPRESENTATIVE VOLUME ELEMENT (RVE)
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    TRICALCIUM SILICATE
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    Mechanical properties