Rheological model to describe the cyclic load-bearing behaviour of strain-hardening cement-based composites (SHCC)

Research output: Contribution to journalResearch articleContributedpeer-review

Contributors

Abstract

The mechanical behaviour of strain-hardening cement-based composites (SHCC) under monotonic tensile loading has been the subject of research for many years. The recent research on the SHCC’s performance under cyclic loading has enabled the identification of a wide variety of damage phenomena different to those observed under monotonic loading. The article at hand first summarises the experimental evidence of such phenomena in the context of the material performance observed. On this basis, the mechanisms behind these phenomena are discussed and explained using rheological modelling.

Details

Original languageEnglish
Article number6444
JournalMaterials
Volume14
Publication statusPublished - 1 Nov 2021
Peer-reviewedYes

External IDs

Scopus 85118574918

Keywords

Research priority areas of TU Dresden

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Subject groups, research areas, subject areas according to Destatis

Keywords

  • Cyclic loading, Damage mechanisms, Rheological modelling, SHCC, Strain-hardening

Library keywords