The ITZ in concrete – a different view based on image analysis and SEM observations
By S. Diamond, Jingdong Huang. 2001
379 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/5c5edbcb3fcbeb6307d9ff41cf69be09b54b3f68
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In Civil and Structural Engineering
Citations in the corpus
- A three-phase, multi-component ionic transport model for simulation of chloride penetration in concrete (2015, background): “Images of SEM have shown that ITZ is not uniform, but varies with the distance from the aggregate particle [4,5].”
- Modelling of compressive behaviour of concrete-like materials at high strain rate (2008, background): “…to study the properties of ITZ and its effect on the static mechanical properties of concrete material (AppaRao and RaghuPrasad, 2004; Aquino et al., 1995; Akc aoğlu et al., 2004;Guinea et al., 2002; Zhao and Chen, 1998; Diamond and Huang, 2001; Breugel et al., 2004; Agioutantis et al., 2000).”
- CEMHYD3D: A Three-Dimensional Cement Hydration and Microstructure Development Modelling Package. Version 2.0. (2000, background): “• a flag indicating if precipitation of calcium hydroxide on aggregate surfaces is (0) prohibited or (1) allowed [34, 35],”
- Ionic transport features in concrete composites containing various shaped aggregates: a numerical study (2018, background): “The ITZs are considered as thin shell layers outside each aggregate particle, and the thickness of the ITZ layers in the model is assumed to be 40 lm due to numerical difficulties in mesh size (the ITZ thickness is usually supposed to be 20–50 lm in normal concrete [73,74]).”
- Application of nanoindentation testing to study of the interfacial transition zone in steel fiber reinforced mortar (2009, methodology): “After the nanoindentation test, the microstructures of the interfaces were studied with Scanning Electron Microscopy (SEM).”
- Mesoscale modelling of concrete tensile failure mechanism at high strain rates (2008, background): “Many research works have been done to study the properties of ITZ and its effect on the static mechanical properties of concrete material [6–14].”