Technical Papers
Nov 25, 2022

Fatigue Damage Tolerance of Adhesively Bonded Pultruded GFRP Double-Strap Joints with Adhesion Defects

Publication: Journal of Composites for Construction
Volume 27, Issue 1

Abstract

This paper reports an investigation on the damage tolerance of adhesively bonded pultruded glass fiber–reinforced polymer (GFRP) joints under fatigue loading. Double-strap joints with and without bondline defects were subjected to constant amplitude fatigue loading. The study investigated the effects of the defect location, size, and number on the fatigue performance of the joints (i.e., failure mode, fatigue life). Results showed that the failure mode was a combination of delamination and adhesive fiber–reinforced polymer (FRP) interface debonding at the defect vicinities. The fatigue life of the joints was significantly reduced (up to 90%) when the defect was at the overlap end. A defect size larger than 10% of the total bonded area could yield a substantial reduction in fatigue life. Small defects (less than 10% of the total bonded area) could yield a reduction in fatigue life of up to 73% when their number exceeded four. The joint exhibited better damage tolerance under static than fatigue loading conditions.

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Acknowledgments

The authors gratefully acknowledge the financial support provided by the National Science Foundation of China (51978025).

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 27Issue 1February 2023

History

Received: Apr 30, 2022
Accepted: Sep 16, 2022
Published online: Nov 25, 2022
Published in print: Feb 1, 2023
Discussion open until: Apr 25, 2023

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Ph.D. Student, School of Transportation Science and Engineering, Beihang Univ., 37 Xueyuan Rd., Beijing 100191, China. ORCID: https://orcid.org/0000-0002-0904-0055. Email: [email protected]
Associate Professor, School of Ecology and Environment, Beijing Technology and Business Univ., 33 Fucheng Rd., Beijing 100048, China. Email: [email protected]
Assistant Professor, School of Transportation Science and Engineering, Beihang Univ., 37 Xueyuan Rd., Beijing 100191, China. ORCID: https://orcid.org/0000-0002-8592-1911. Email: [email protected]
Senior Lecturer, Dept. of Civil and Environmental Engineering, Imperial College London, South Kensington Campus, London SW7 2AZ, UK (corresponding author). ORCID: https://orcid.org/0000-0001-8258-3227. Email: [email protected]

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