Discrete element modeling for predicting 3D-printed concrete process parameters

Autores

  • Victor Hugo M. Avancini Dept. of Structural and Geotechnical Engineering, Polytechnic School, University of Sao Paulo (USP), São Paulo, Brazil
  • Osvaldo D. Quintana-Ruiz
  • Eduardo M. B. Campello

Palavras-chave:

3D concrete printing, discrete element methods (DEM), particles

Resumo

This work presents a computational model for the simulation of the rheological behavior of 3D-printed
fresh concrete. Our approach is based on the discrete element method (DEM) for description of the particles’
overall dynamics, combined with the Discrete Fresh Concrete (DFC) model [1] to account for particle-particle
and particle-wall interactions at the level of the (contact) constitutive equation. Using the DFC model, we hope
to be able to represent the interaction among coarse aggregate particles within a fine mortar matrix. This is an
on-going research that is part of a master’s dissertation, and only the theoretical framework will be presented by
now. Numerical results shall appear soon.

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Publicado

2024-04-26

Edição

Seção

M5 Particle-based methods: advances and applications in DEM, PFEM, SPH, MPM, MPS and others

Categorias