Technical Papers
Apr 21, 2023

Effect of Temperature on the Low-Velocity Impact Behaviors of Engineered Cementitious Composite

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 7

Abstract

This paper was intended to investigate the effect of temperature on the low-velocity impact behaviors of engineered cementitious composite (ECC). Two kinds of commonly used chopped fibers, i.e., polyvinyl alcohol (PVA) fiber and polyethylene (PE) fiber, were applied to prepare PVA-ECC and PE-ECC, respectively. The tensile and compressive behaviors of PVA-ECC and PE-ECC were first investigated with different water-to-binder (w/b) ratios. As the w/b ratio increased from 0.25 to 0.35, it was found that the tensile cracking strength and ultimate tensile strength increased, whereas the ultimate tensile strain decreased gradually. The compressive strength of PE-ECC was higher than that of PVA-ECC with the same w/b ratio. The low-velocity impact tests of PVA-ECC and PE-ECC were conducted under different environmental temperatures in the range of 50°C to 150°C. For PVA-ECC, it was found that the maximum load increased whereas the maximum displacement decreased significantly with the decrease of environmental temperature. By contrast, PE-ECC was relatively insensitive to the environmental temperature and had a much higher energy-dissipation coefficient than PVA-ECC specimens under cold environments. It was concluded that PE-ECC is more applicable to be applied in cold environments. The microstructures of PVA-ECC and PE-ECC after impact tests were also analyzed, and the failure mechanisms were discussed accordingly.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was financially supported by the Carbon Emission Peak and Carbon Neutrality Innovative Science Foundation of Jiangsu Province “The key research and demonstration projects of future low-carbon emission buildings” (No. BE2022606).

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 7July 2023

History

Received: Jun 9, 2022
Accepted: Nov 3, 2022
Published online: Apr 21, 2023
Published in print: Jul 1, 2023
Discussion open until: Sep 21, 2023

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Authors

Affiliations

Associate Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 210018, China. ORCID: https://orcid.org/0000-0003-2453-582X. Email: [email protected]
Jinlong Pan, A.M.ASCE [email protected]
Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 210018, China (corresponding author). Email: [email protected]
Yuanzheng Lin [email protected]
Assistant Research Fellow, Dept. of Civil Engineering, Southeast Univ., Nanjing 210018, China. Email: [email protected]
Jinsheng Han [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Southeast Univ., Nanjing 210018, China. Email: [email protected]
Master’s Student, Dept. of Civil Engineering, Southeast Univ., Nanjing 210018, China. Email: [email protected]
Neven Ukrainczyk [email protected]
Principal Investigator, Institute of Construction and Building Materials, Technical Univ. of Darmstadt, Franziska-Braun-Str. 7, Darmstadt 64287, Germany. Email: [email protected]

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  • Investigation of the Multiparameter Mix Proportion Design and Mechanical Properties of Polyvinyl Alcohol-Engineered Cementitious Composites, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-18195, 36, 9, (2024).

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