Upscaling Cement Paste Microstructure to Obtain the Fracture, Shear, and Elastic Concrete Mechanical LDPM Parameters

G. Sherzer, Peng Gao, Erik Schlangen, Guang Ye, E. Gal

Research output: Contribution to journalArticleScientificpeer-review

13 Citations (Scopus)
141 Downloads (Pure)

Abstract

Modeling the complex behavior of concrete for a specific mixture is a challenging task, as it requires bridging the cement scale and the concrete scale. We describe a multiscale analysis procedure for the modeling of concrete structures, in which material properties at the macro scale are evaluated based on lower scales. Concrete may be viewed over a range of scale sizes, from the atomic scale (10−10 m), which is characterized by the behavior of crystalline particles of hydrated Portland cement, to the macroscopic scale (10 m). The proposed multiscale framework is based on several models, including chemical analysis at the cement paste scale, a mechanical lattice model at the cement and mortar scales, geometrical aggregate distribution models at the mortar scale, and the Lattice Discrete Particle Model (LDPM) at the concrete scale. The analysis procedure starts from a known chemical and mechanical set of parameters of the cement paste, which are then used to evaluate the mechanical properties of the LDPM concrete parameters for the fracture, shear, and elastic responses of the concrete. Although a macroscopic validation study of this procedure is presented, future research should include a comparison to additional experiments in each scale
Original languageEnglish
Article number242
Number of pages19
JournalMaterials
Volume10
Issue number3
DOIs
Publication statusPublished - 2017

Keywords

  • concrete material
  • numerical simulation
  • lattice model
  • discrete models
  • fracture
  • upscaling procedure
  • homogenization

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