Computational modeling of concrete flow: General overview

By Nicolas Roussel, Mette Rica Geiker, Frédéric Dufour, L. Thrane, Peter Szabó. 2007

226 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering, Computational Mechanics

View Paper: https://www.semanticscholar.org/paper/73a0ffe9f2652fe91340b58fb7a774962e7cb8ae

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In Building and Construction

In Civil and Structural Engineering

In Computational Mechanics

Citations in the corpus

Large deformation FEMLIP drained analysis of a vertical cut (2012, background): “FEMLIP has been extensively validated for several cases of viscous and elastic materials, such as: (1) linear viscoelasticity, for example, the deflection of a visco-elastic beam [23]; (2) non-linear visco-elasticity depending on the accumulated strain, for example, the geological evolution of a fol”
Properties of fresh and hardened concrete (2011, background): “It is the opinion of the present authors that, in the future, computational modeling of flow could become a practical tool allowing for the simulation of either total form filling as described above or detailed flow behavior such as particle migration, orientation of fibers and formation of granular”
Lubrication layer properties during concrete pumping (2013, methodology): “The computational modeling techniques found in the literature and able to simulate concrete flow may be divided into three categories [42,43]: single phase fluid, particles suspended in a fluid and discrete particle flow.”
Fillers to improve passing ability of concrete (2018, background): “Roussel et al.16 showed that passing ability is closely related to the blocking parameter which is a matter of probability.”
Yield Stress During Setting of Cement Pastes From Penetration Tests (2009, methodology): “Furthermore, for a sphere, it has been shown that the velocity gradient is well approximated by [15,11]”
Using particle packing technology for sustainable concrete mixture design (2012, background): “Also it is possible to simulate flowing concrete such as in a slump flow measurement [Gram and Silfwerbrand, 2007; Roussel et al., 2007].”
Extension of the Reiner–Riwlin equation to determine modified Bingham parameters measured in coaxial cylinders rheometers (2013, background): “Especially when doing numerical simulations [3], the values of yield stress (in Pa) and/or plastic viscosity (in Pa s) of cement-based materials, and even their evolution with time, are required.”