Technical Papers
Jul 25, 2023

Biomodification of Bond Performance of Coconut Fiber in Cement Mortar to Enhance Damping Behavior

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 10

Abstract

In this study, bio-modified coconut fiber as a renewable and eco-friendly material was used to enhance the damping properties of cement mortar and reduce the adverse effects of vibration. The chemical bonds, relative crystallinity and microscopic morphology test results of original and bio-modified coconut fibers were compared and analyzed to explore the effect of biomodification with laccase on the physicochemical properties of coconut fibers. The compressive strengths, porosities, densities, and damping properties of cement mortars were tested and used to evaluate the effect of biomodified fiber on the properties of samples. The loss of compressive strength caused by incorporating fiber was effectively reduced with biomodification treatment. More specifically, the compressive strengths of cement mortar containing 0.5 vol.% original fiber were decreased by 36.84% compared with plain cement mortar (41.04 MPa), while the cement mortar with 0.5 vol.% biomodified fiber exhibited a much higher compressive strength of 35.8 MPa. The strength improvement effect can be attributed to the lower air-entrainment effect of biomodified fiber. Moreover, the damping enhancement effect of fiber was also effectively enhanced with biomodification treatment. The loss tangent of the cement mortar containing 0.5 vol.% biomodified fiber was 17.97% higher than that of cement mortar with 0.5 vol.% original fiber and 26.82% higher than that of plain cement mortar, respectively. An interfacial slip model was further established to explain the damping enhancement mechanism.

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Data Availability Statement

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

Acknowledgments

This research was funded by the National Natural Science Foundation of China (Nos. 51872064 and 52178196) and the State Key Laboratory of Solid waste Reuse for Building Materials (No. SWR-2020-005, Beijing Building Materials Academy of Science Research, China).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 10October 2023

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Received: Nov 8, 2022
Accepted: Mar 15, 2023
Published online: Jul 25, 2023
Published in print: Oct 1, 2023
Discussion open until: Dec 25, 2023

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Ph.D. Candidate, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China; Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China. Email: [email protected]
Xiaocong Yang [email protected]
Ph.D. Candidate, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China; Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China. Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China; Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China. Email: [email protected]
Xinyu Cong, Ph.D. [email protected]
School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China. Email: [email protected]
Weichen Tian, Ph.D. [email protected]
School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China; Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China; Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin 150090, China. Email: [email protected]
Professor, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China; Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China (corresponding author). ORCID: https://orcid.org/0000-0001-8700-0254. Email: [email protected]

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