Engineered Cementitious Composites with High-Volume Fly Ash
By Shuxin Wang, Victor C. Li. 2007
568 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/78e3f08edac584ff735bf3edba2ad5c47cfbdb1e
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Mechanical and thermal properties of green lightweight engineered cementitious composites (2013, background): “The density of typical ECC M45 [6] is about 2050 kg/m(3), which is lower than that of normal weight concrete with density of 2400 kg/m(3); nevertheless, ECC cannot be classified as being lightweight according to the specification of lightweight concrete that requires density not exceeding 1850 kg/m(”
- Nanoscale characterization of engineered cementitious composites (ECC) (2011, background): “In addition to ECC formulae containing large quantities of fly ash [8] or granulated ground blast furnace slag [9] for increased sustainability, several ECC formulae containing nanomaterials have been developed.”
- Tailoring Engineered Cementitious Composites with local ingredients (2015, background): “According to Wang and Li [34], the chemical bond of PVA fiber to matrix is governed by the metal cation concentration at the interface, in particular Al and Ca.”
- Self-healing capability of cementitious composites incorporating different supplementary cementitious materials (2013, background): “The improvement in the mid-span beam deflection capacity with the use of Class-F FA can be attributed to the fact that the addition of Class-F FA has a tendency to reduce PVA fiber/matrix interface chemical bond and matrix toughness while increasing the interface frictional bond, in favor of attaini”
- Influence of micro-cracking on the composite resistivity of Engineered Cementitious Composites (2014, methodology): “Further details about the constituents and their micromechanics design basis can be found in literature on ECC design [7,42,43].”
- Durability properties of micro-cracked ECC containing high volumes fly ash (2009, background): “and matrix toughness, while increasing the interface frictional bond, in favor of attaining high tensile strain capacity [14].”
- Effect of Fly Ash and PVA Fiber on Microstructural Damage and Residual Properties of Engineered Cementitious Composites Exposed to High Temperatures (2011, background): “The changes in microstructure improve robustness (more consistent) of tensile ductility while retaining a long-term tensile strain of approximately 3% and reducing the crack width from approximately 60 to 10–30 μm or sometimes even lower than 10 μm (Wang and Li 2007).”
- Engineered cementitious composite with characteristic of low drying shrinkage (2009, methodology): “In Table 8, the elastic constants for PVA fiber and cementmatrix used in clamping pressure and frictional shear strength calculations are shown together with assumed value of coefficient of friction, where the related parameters of the two additional traditional ECC mixtures from references [8,13] a”