Simulation of fresh concrete slump test with the Material Point Method

Autores

  • Leonardo T. Ferreira Laboratory of Scientific Computing and Visualization, Federal University of Alagoas, Maceió, Alagoas, Brazil
  • Tiago P. S. Lobo Laboratory of Scientific Computing and Visualization, Federal University of Alagoas, Maceió, Alagoas, Brazil
  • Ricardo A. Fernandes Laboratory of Scientific Computing and Visualization, Federal University of Alagoas, Maceió, Alagoas, Brazil
  • Lucas G. O. Lopes Laboratory of Scientific Computing and Visualization, Federal University of Alagoas, Maceió, Alagoas, Brazil
  • Lorran F. Oliveira Laboratory of Scientific Computing and Visualization, Federal University of Alagoas, Maceió, Alagoas, Brazil
  • Luciana C. L. M. Vieira Dept. of Structures, Federal University of Alagoas, Maceió, Alagoas, Brazil
  • Adeildo S. Ramos Jr Dept. of Structures, Federal University of Alagoas, Maceió, Alagoas, Brazil

Palavras-chave:

Slump test, Herschel-Bulkley, Numerical simulation, Nonlinear behavior, Material Point Method

Resumo

The exponential growth in computational power in recent years has increasingly made numerical simulations a go-to tool for studying the behavior of structures and materials. A pertinent application is the simulation of the fresh concrete slump test, a laboratory test used to study the consistency and mobility of the concrete mixture. However, this simulation presents a challenge, as concrete — composed of a varied mixture of materials like water, cement, sand, and gravel — exhibits viscoplastic behavior. Therefore, a robust numerical method that models this physical nonlinearity is necessary. Previous works have successfully simulated the fresh concrete slump test as a Herschel-Bulkley fluid, utilizing the lattice Boltzmann method. Meanwhile, the Generalized Interpolation Material Point (GIMP) method is gaining traction in the industry. GIMP unites the best traits of mesh-based methods with the best traits of particle-based methods, by combining a fixed background grid of finite elements (i.e., a grid that remains still throughout the simulation) with material points where the kinematic data is stored. This approach favors the simulation of large displacements and deformations. In this work, GIMP is adopted to numerically simulate the fresh concrete slump test with the Herschel-Bulkley model.

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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

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