Basic creep and fracture response of fine recycled aggregate concrete

Ange Therese Akono*, Jiaxin Chen, Mimi Zhan, Surendra P. Shah

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

12 Scopus citations

Abstract

We investigate the basic creep and fracture response of fine recycled aggregate concrete using nanoscale mechanical characterization modules integrated with nonlinear micromechanical modeling and machine learning methods. Fine recycled concrete aggregate mortar exhibits a larger volume fraction of micropores and low-density calcium silicate hydrates compared to natural sand mortar. In return, natural sand mortar exhibits a larger volume fraction of hard aggregates. The macroscopic logarithmic creep modulus for fine recycled concrete aggregate mortar is five times lower than that of natural sand mortar. Finally, the fracture toughness of fine recycled aggregate concrete is 8% lower than that of plain concrete.

Original languageEnglish (US)
Article number121107
JournalConstruction and Building Materials
Volume266
DOIs
StatePublished - Jan 10 2021

Keywords

  • Creep indentation
  • Fracture toughness
  • Recycled aggregate concrete
  • Scratch test

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Materials Science(all)

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