Elastic properties of the main species present in Portland cement pastes

By H. Manzano, J. Dolado, A. Ayuela. 2009

269 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Earth-Surface Processes

View Paper: https://www.semanticscholar.org/paper/08b965da4e4252c276e33a125545a3738dc45618

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In Civil and Structural Engineering

In Earth-Surface Processes

Citations in the corpus

cemff: A force field database for cementitious materials including validations, applications and opportunities (2017, methodology): “The elastic properties of all the phases were derived from the elastic tensor coefficients, using the Hill definition for the bulk and shear moduli [155].”
Nano-engineering of construction materials using molecular dynamics simulations: Prospects and challenges (2018, background): “The composition of different phases in C-S-H plays an important role in the structure and mechanical properties [29,30].”
Cement and Concrete Nanoscience and Nanotechnology (2010, background): “A recent study, however, demonstrated that the modulus value of the C-S-H increases with the increase in the mean silicate chain length [18].”
Modeling and simulation of cement hydration kinetics and microstructure development (2011, background): “The moduli for 11 Å and 9 Å tobermorites are higher, in the range of 75–95 GPa [114,119,120], presumably due to their smaller interlayer spacing, which leads to greater cohesion.”
Property investigation of individual phases in cementitious composites containing silica fume and fly ash (2015, methodology): “31 [29] was chosen, Young’s modulus of CH was calculated to vary between 25.”
Mechanical properties of calcium silicate hydrates (2011, background): “Consistent results have been recently obtained using dynamic molecular modeling of the C-S-H suggesting that the chain length of the silicate tetrahedra is directly related to the modulus value [29].”
Micromechanical investigation of Portland cement paste (2014, methodology): “[23], where The VRH averages of Young’s modulus and Poisson’s ratio of Portlandite were calculated as 35.”