Abstract
There is a tremendous increase in the use of high strength and high performance self-consolidating cementitious composites due to their superior workability and mechanical strengths. Cement composites are quasi-brittle in nature and possess extremely low tensile strength as compared to their compressive strength. Due to the low tensile strength capacity, cracks develop in cementitious composites due to the drying shrinkage, plastic settlements and/or stress concentrations (due to external restrains and/or applied stresses) etc. These cracks developed at the nanoscale may grow rapidly due to the applied stresses and join together to form micro and macro cracks. The growth of cracks from nanoscale to micro and macro scale is very rapid and may lead to sudden failure of the cement composites. The present paper reports the modifications in the crack growth pattern of the high performance cement composites to achieve enhanced ductility and toughness. The objective was accomplished by the incorporation of the micro sized inert particulates in the cement composite matrix. The results indicate that the incorporation of micro sized inert particles acted as the obstacles in the growth of the cracks thus improving the ductility and the energy absorption capacity of the self-consolidating cementitious composites.
Keywords
Article history
- ReceivedUntil the next stage: 0 days
- AcceptedUntil the next stage: 0 days
- Published
How to cite
APA
IEEE
MLA
Chicago
Harvard
Vancouver
BibTeX
RIS
Licence
Copyright © 2015 Fracture and Structural Integrity.
Copyright
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.
Open Access Statement
Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.
F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.
Similar articles
Most read articles by the same author(s)
- Fabio Bazzucchi, Luciana Restuccia, Giuseppe Ferro, Considerations over the Italian road bridge infrastructure safety after the Polcevera viaduct collapse: past errors and future perspectives , Fracture and Structural Integrity: Vol 12 No 46 (2018): October 2018
- Rao Arsalan Khushnood, Sajjad Ahmad, Giuseppe Andrea Ferro, Luciana Restuccia, Jean Marc Tulliani, Pravin Jagdale, Modified fracture properties of cement composites with nano/micro carbonized bagasse fibers , Fracture and Structural Integrity: Vol 9 No 34 (2015): October 2015
- Devid Falliano, Dario De Domenico, Antonino Sciarrone, Giuseppe Ricciardi, Luciana Restuccia, Giuseppe Ferro, Jean-Marc Tulliani, Ernesto Gugliandolo, Influence of biochar additions on the fracture behavior of foamed concrete , Fracture and Structural Integrity: Vol 14 No 51 (2020): January 2020
- Alice Sirico, Patrizia Bernardi, Beatrice Belletti, Alessio Malcevschi, Luciana Restuccia, Giuseppe Andrea Ferro, Daniel Suarez-Riera, Biochar-based cement pastes and mortars with enhanced mechanical properties , Fracture and Structural Integrity: Vol 14 No 54 (2020): October 2020
- Giuseppe Andrea Ferro, Sajjad Ahmad, Rao Arsalan Khushnood, Luciana Restuccia, Jean Marc Tulliani, Improvements in self-consolidating cementitious composites by using micro carbonized aggregates , Fracture and Structural Integrity: Vol 8 No 30 (2014): October 2014
- Anwar Khitab, Sajjad Ahmad, Rao Arsalan Khushnood, Syed Ali Rizwan, Giuseppe Andrea Ferro, Luciana Restuccia, Mustajab Ali, Imran Mehmood, Fracture toughness and failure mechanism of high performance concrete incorporating carbon nanotubes , Fracture and Structural Integrity: Vol 11 No 42 (2017): October 2017
- Adriana Bravo Celi, Devid Falliano, Silvia Parmigiani, Daniel Suarez-Riera, Giuseppe Andrea Ferro, Luciana Restuccia, Reuse of sheep wool fibers in the production of ultralightweight foamed concrete: effect of fiber treatment, length, and content on the mechanical properties , Fracture and Structural Integrity: Vol 19 No 71 (2025): January 2025
- Luciana Restuccia, Fracture properties of green mortars with recycled sand , Fracture and Structural Integrity: Vol 13 No 49 (2019): July 2019