Discrete element method for modeling the long-term aging viscoelastic behavior of concrete considering its mesostructure

Carlos Serra, Nuno Monteiro Azevedo, António Lopes Batista, Noemi Schclar

Research output: Contribution to journalArticle

Abstract

Detailed models of concrete mesostructure can be used to understand the interactions between its components and predict complex deterioration scenarios. The discrete or distinct element method (DEM) is currently being used for modeling the fracture process of quasibrittle materials, such as rock and concrete. An explicit formulation of a DEM contact model that includes aging viscoelastic behavior based on the solidification theory is proposed, allowing the DEM particle model to be applied to delayed concrete analysis. Because of the timestep constraints of the DEM, a fast numerical procedure for the analysis of long-term aging viscoelastic behavior of concrete is also proposed. A calibration procedure for the aging viscoelastic contact model parameters is presented, including new expressions for the delayed deformability macro properties. The presented validation tests using a one-contact particle assembly show good agreement between the fast numerical procedure, the fully explicit DEM procedure with small timestep, and the creep compliance analytical solution. The contact aging model validation tests using larger regular and random particle assemblies show that the fast numerical procedure significantly reduces the computational costs by introducing large timesteps in which the solution is computed while giving the same accuracy as the fully explicit procedure. The DEM aging concrete model is validated using a B3 model fit to Ward et al.'s experimental results for different loading ages. The obtained numerical results show that the DEM aging viscoelastic particle model, considering the concrete mesostructure can predict the long-term behavior of concrete once the contact properties of each component are properly calibrated (mortar, aggregate, and interfacial transition zone).

Original languageEnglish
Article number04018021
JournalJournal of Engineering Mechanics
Volume144
Issue number5
DOIs
Publication statusPublished - 1 May 2018

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Finite difference method
Aging of materials
Concretes
Formability
Mortar
Macros
Deterioration
Solidification
Creep
Rocks
Calibration
Costs

Keywords

  • DEM particle model
  • Discrete element method (DEM)
  • Fast numerical procedure
  • Long-term behavior of concrete
  • Micro parameters calibration
  • Solidification theory

Cite this

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abstract = "Detailed models of concrete mesostructure can be used to understand the interactions between its components and predict complex deterioration scenarios. The discrete or distinct element method (DEM) is currently being used for modeling the fracture process of quasibrittle materials, such as rock and concrete. An explicit formulation of a DEM contact model that includes aging viscoelastic behavior based on the solidification theory is proposed, allowing the DEM particle model to be applied to delayed concrete analysis. Because of the timestep constraints of the DEM, a fast numerical procedure for the analysis of long-term aging viscoelastic behavior of concrete is also proposed. A calibration procedure for the aging viscoelastic contact model parameters is presented, including new expressions for the delayed deformability macro properties. The presented validation tests using a one-contact particle assembly show good agreement between the fast numerical procedure, the fully explicit DEM procedure with small timestep, and the creep compliance analytical solution. The contact aging model validation tests using larger regular and random particle assemblies show that the fast numerical procedure significantly reduces the computational costs by introducing large timesteps in which the solution is computed while giving the same accuracy as the fully explicit procedure. The DEM aging concrete model is validated using a B3 model fit to Ward et al.'s experimental results for different loading ages. The obtained numerical results show that the DEM aging viscoelastic particle model, considering the concrete mesostructure can predict the long-term behavior of concrete once the contact properties of each component are properly calibrated (mortar, aggregate, and interfacial transition zone).",
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Discrete element method for modeling the long-term aging viscoelastic behavior of concrete considering its mesostructure. / Serra, Carlos; Azevedo, Nuno Monteiro; Batista, António Lopes; Schclar, Noemi.

In: Journal of Engineering Mechanics, Vol. 144, No. 5, 04018021, 01.05.2018.

Research output: Contribution to journalArticle

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