Macro and meso analysis of cement-based materials subjected to triaxial and uniaxial loading using X-ray microtomography and digital volume correlation

Research output: Contribution to journalResearch articleContributedpeer-review

Contributors

  • Renata Lorenzoni - , Pontifícia Universidade Católica do Rio de Janeiro (Author)
  • Victor Nogueira Lima - , Pontifícia Universidade Católica do Rio de Janeiro (Author)
  • Tathiana Caram S.P. Figueiredo - , Pontifícia Universidade Católica do Rio de Janeiro (Author)
  • Marcus Hering - , Chair of Concrete Structures (Author)
  • Sidnei Paciornik - , Pontifícia Universidade Católica do Rio de Janeiro (Author)
  • Manfred Curbach - , Chair of Concrete Structures (Author)
  • Viktor Mechtcherine - , Chair of Construction Materials (Author)
  • Flávio de Andrade Silva - , Pontifícia Universidade Católica do Rio de Janeiro (Author)

Abstract

Considering that structures destined for civil construction are commonly subjected to confinement loadings, triaxial testing is already standard for the characterization of cementitious materials, and novel methods to validate or explain the macro mechanical responses are needed. Since the macro behavior is linked to the behavior of the meso and microstructure of the material, the development of analysis methods at these scales is required. MicroCT technique provides 3D images in mesoscale that can bring relevant materials information when coupled with mechanical tests. This study presents the results of ex-situ microCT tests on cementitious materials subjected to uniaxial and triaxial loading. Cement pastes and concretes were tested in triaxial compression under 0, 10 and 20 MPa confining pressures. The macro mechanical responses could then be correlated with the material meso behavior through microCT images. For instance more significant meso structural changes were noticed with an increasing level of confinement. The digital volume correlation technique was applied to obtain the strains when a regular concrete was subjected to uniaxial and triaxial tests. Information such as the strain levels of aggregates within the cementitious matrix and the cracking pattern were obtained. For example, it was found that the aggregates present higher relative displacement within the cement paste when there is no confinement.

Details

Original languageEnglish
Article number126558
Number of pages15
JournalConstruction and Building Materials
Volume323
Issue number3
Publication statusPublished - 14 Mar 2022
Peer-reviewedYes

External IDs

Scopus 85123580694
Mendeley 3c673e38-cdd5-37d1-82b7-75cb1ecdf586
WOS 000753430500005
ORCID /0000-0002-1596-7164/work/111044187
ORCID /0000-0003-2440-5670/work/142236545

Keywords

DFG Classification of Subject Areas according to Review Boards

Keywords

  • Cementitious materials, Digital volume correlation, Porosity, Triaxial test, ex-situ microCT

Library keywords