Technical Papers
Feb 18, 2019

Enhanced Impact Properties of Concrete Modified with Nanofiller Inclusions

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 5

Abstract

This paper investigated the impact properties of reactive powder concrete modified with different types (nano-SiO2, nano-TiO2, and nano-ZrO2) and dosages (1.0% and 3.0%) of nanofillers. Three mechanical parameters (dynamic compressive strength, dynamic ultimate strain, and dynamic peak strain) and two toughness indicators (impact toughness and specific energy absorption) were used as the evaluation indexes of impact properties. Experimental results show that the incorporation of nanofillers significantly improves the impact properties of concrete. Composites with nano-SiO2 present the largest dynamic peak strain, whereas composites containing nano-ZrO2 and nano-TiO2 present higher dynamic ultimate strain and dynamic compressive strength. With the incorporation of nanofillers, the impact toughness of nanocomposites increased by 23.2%–39.9%, and the specific energy absorption increased by as high as 159.7%–246.9%. Among the three types of nanofillers, nano-SiO2 shows an obvious advantage on the toughening enhancement for concrete. The reinforcement mechanisms of nanofillers are attributed to three main aspects: (1) the small size effect and gap filling effect of nanofillers reduce the initial defects of concrete and increases the compactness; (2) the nucleation effect and core effect of nanofillers inhibit the crack propagation and improve the weak interface of concrete; and (3) the pozzolanic effect of nanofillers enhances the structural performance of concrete.

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Acknowledgments

The authors thank the funding support from the National Science Foundation of China (51578110) and the Fundamental Research Funds for the Central Universities in China (DUT18GJ203).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 5May 2019

History

Received: May 29, 2018
Accepted: Sep 28, 2018
Published online: Feb 18, 2019
Published in print: May 1, 2019
Discussion open until: Jul 18, 2019

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Jialiang Wang [email protected]
Ph.D. Candidate, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China. Email: [email protected]
Postdoctor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China. Email: [email protected]
Master, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China. Email: [email protected]
Xun Yu, Ph.D. [email protected]
Professor, Dept. of Mechanical Engineering, New York Institute of Technology, New York, NY 11568. Email: [email protected]
Baoguo Han, Ph.D. [email protected]
Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author). Email: [email protected]; [email protected]
Jinping Ou, Ph.D. [email protected]
Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China. Email: [email protected]

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