4.7 Article

Flexural strength and fatigue properties of interfacial transition zone at the microscale

期刊

CEMENT & CONCRETE COMPOSITES
卷 133, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.cemconcomp.2022.104717

关键词

Flexural strength; Fatigue; Microscale testing; Interfacial transition zone

资金

  1. China Scholarship Council [201706130140, 202007000027, 201808320456]
  2. Taishan Scholar Foundation of Shandong Province [tsqn201909032]
  3. Natural Science Foundation of Jiangsu Province [BK20200235]
  4. National Natural Science Foundation of China [52008234]

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This study experimentally investigated the flexural strength and fatigue properties of the interfacial transition zone (ITZ) at the micrometre length scale. The results showed that the flexural strength of the ITZ is significantly higher than the macroscopic strength reported in literature, while the fatigue strength is lower than that of bulk cement paste. The study suggests that the microscopic mechanical interlocking and electrostatic interaction contribute to the bond strength of the ITZ. This research provides an experimental basis for the multiscale analysis of concrete under static and fatigue loading.
In this study, the flexural strength and fatigue properties of interfacial transition zone (ITZ) were experimentally investigated at the micrometre length scale. The hardened cement paste cantilevers (150 x 150 x 750 mu m(3)) attached to a quartzite aggregate surface were prepared and tested under the monotonic and cyclic load using a nanoindenter. The measured flexural strength of the ITZ (10.49-14.15 MPa) is found to be one order of magnitude higher than the macroscopic strength of ITZ reported in literature. On the other hand, the fatigue strength of the ITZ is lower than that of bulk cement paste at same length scale, measured previously by the authors. The microscopic mechanical interlocking and the electrostatic interaction between aggregate surface and hydration products are thought to contribute to the bond strength of ITZ. This study provides an experi-mental basis for the development of multiscale analysis of concrete subjected to both static and fatigue loading.

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