Abstract

Some natural fibers such as jute which have high tensile strength can be applied in natural fiber-reinforced polymer (FRP). Natural cellulose fibers are hydrophilic, resulting in lower reinforcement performance. Heat treatment can reduce water content in natural fibers and possibly improve the properties of natural FRP in terms of enhancing fiber and polymer composite action. This paper presents an improvement of jute fiber–reinforced polymer (JFRP) composites by heat treatment. The heat treatment conditions (i.e., temperature and duration) were considered. Coupons of heated JFRPs were tested to investigate their tensile properties. The application of JFRP on confinement was investigated by compression tests on concrete cylinders with JFRP wrapping. The experimental results indicated that a suitable heat treatment condition of 80°C for 24 h can significantly increase the tensile strength of JFRP coupons and the compressive strength of JFRP-confined concrete. The testing results of concrete confinement can be used to validate the existing predicting equations for confined compressive strength. In addition, a new equation was proposed for the effect of heat treatment of JFRP.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The research was supported by the Faculty of Engineering, Kasetsart University, Thailand. The second author acknowledges the Thailand Research Fund (Grant No. DBG-6180004) and the Ratchadapisek Sompoch Endowment Fund (2020), Chulalongkorn University (763014 Climate Change and Disaster Management Cluster). The third author acknowledges the Master’s scholarship granted by the Faculty of Engineering, Kasetsart University, Thailand. The authors also acknowledge Dr. Thiprada Poonsawat for her useful advice during testing.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 12December 2020

History

Received: Jan 28, 2020
Accepted: May 29, 2020
Published online: Sep 21, 2020
Published in print: Dec 1, 2020
Discussion open until: Feb 21, 2021

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Tidarut Jirawattanasomkul [email protected]
Assistant Professor, Dept. of Civil Engineering, Faculty of Engineering, Kasetsart Univ., Bangkok 10900, Thailand. Email: [email protected]
Professor, Centre of Excellence in Geotechnical and Geoenvironmental Engineering, Dept. of Civil Engineering, Faculty of Engineering, Chulalongkorn Univ., Bangkok 10330, Thailand (corresponding author). ORCID: https://orcid.org/0000-0001-8289-3647. Email: [email protected]
Nattamet Wuttiwannasak [email protected]
Master’s Candidate, Dept. of Civil Engineering, Faculty of Engineering, Kasetsart Univ., Bangkok 10900, Thailand. Email: [email protected]
Distinguished Professor, College of Civil and Transportation, Shenzhen Univ., Shenzhen, Guangdong 518060, China. Email: [email protected]
Associate Professor, Institute of Structural Engineering, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. ORCID: https://orcid.org/0000-0001-7838-6941. Email: [email protected]
Thanakit Voravutvityaruk [email protected]
Master’s Graduate, Div. of Engineering and Policy for Sustainable Environment, Faculty of Engineering, Hokkaido Univ., Kita 13 Jo Nishi 8 Chome Kita-ku, Sapporo 060-8628, Japan. Email: [email protected]

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