Technical Papers
Dec 27, 2023

Study on Durability and Compression Behaviors of BFRP Bars under Seawater Deterioration and Constraint Condition

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 3

Abstract

The microstructural characterization of Basalt Fiber Reinforced Polymer (BFRP) bars under seawater deterioration (dry–wet cycles modes and immersion modes) was performed by scanning electron microscopy (SEM) and X-ray energy spectrum analyzer (EDS). Then, uniaxial compressive tests were carried out on the corroded BFRP bars to explore the effects of different corrosion periods, diameters, and slenderness ratios on the degradation of compressive performance and durability in seawater corrosion and constraint condition. The results showed that dry–wet cycles of seawater caused patchy pitting on the surfaces of BFRP bar, and white granular foams adhered to the bar surface after seawater immersion. The internal microstructure of BFRP bar was deteriorated, and the bonding force between the fiber and resin was reduced with the increase of dry–wet cycles. Five failure modes of BFRP bars occurred in uniaxial compressive tests, namely crushing failure, transverse cracking failure, shearing failure, splitting failure, and buckling failure. The increase of corrosion cycles significantly decreased the bearing capacity and compressive strength, but had little effect on the compressive elastic modulus of BFRP bars. The dry–wet cycles of seawater was more harmful to the mechanical properties of BFRP bars than immersion corrosion. Meanwhile, the mechanical properties of BFRP bars were affected by their diameters and slenderness ratios to some extent.

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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 authors gratefully acknowledge the Natural Science Foundation of Guangxi (2019GXNSFBA245071), the Basic Ability Enhancement Program for Young and Middle-aged Teachers of Guangxi (2023KY1857), and the Ph.D. fund of Guangxi University of Science and Technology; the views expressed are the authors’ alone.
Author contributions: Literature search, conception, or design of the work methods, validation, data analysis, review and editing, writing, and revising, Shuang Chen; study design, data analysis, data interpretation, writing, and revising, Hong-Mei Chen; supervision, data interpretation, and data analysis, Ji-Wen Guan; and investigation and data analysis, Yu-Tao Liu. All authors have read and agreed to the published version of the manuscript.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 3March 2024

History

Received: Mar 31, 2023
Accepted: Aug 18, 2023
Published online: Dec 27, 2023
Published in print: Mar 1, 2024
Discussion open until: May 27, 2024

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Shuang Chen, Ph.D. [email protected]
Associate Professor, College of Architecture and Civil Engineering, Guangxi Univ. of Science and Technology, No. 268, Donghuan Ave., Chengzhong District, Liuzhou, Guangxi 545006, China. Email: [email protected]
Ji-Wen Guan [email protected]
Lecturer and Master’s Student, College of Architecture and Civil Engineering, Nanning Univ., No. 8, Longting Rd., Yongning District, Nanning, Guangxi 530200, China (corresponding author). Email: [email protected]
Hong-Mei Chen [email protected]
Associate Lecturer and Master’s Student, College of Civil and Surveying-Mapping Engineering, Guilin Univ. of Technology at Nanning, No. 21, East Airport Ave., Fusui District, Nanning, Guangxi 532100, China. Email: [email protected]
Master’s Student, College of Architecture and Civil Engineering, Guilin Univ. of Technology, No. 12, Jian’gan Rd., Qixing, District, Guilin, Guangxi 541004, China. Email: [email protected]

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