journal article·2025-06-01

Numerical study on the GFRP T-joint failure under three-point bending

Yanfang Zhu, Chengrui Hu, Guizhen Liu, Kaixin Xu, Yida Chen, Ye Wu, Fangxin Wang

Emerging Materials Research· Volume 14· Issue 2
Publisher page

Abstract

The aim of this paper is to study the damage mechanism of glass fiber-reinforced polymer (GFRP) T-joints under three-point bending loads. To investigate the failure mechanism of composite T-joints under three-point bending, a three-dimensional finite-element model of a T-joint made from glass fiber-reinforced composite material was constructed. The results reveal that cracks initiate in the triangular region and gradually propagate, ultimately leading to complete debonding failure at the skin interface. Optimization of layup angles significantly impacts structural strength, where the incorporation of 45° and −45° layers disperses stress concentration and enhances interface performance. Specifically, the critical failure load of the [0/45/0/−45/0/90]2s layup configuration increased by approximately 14% compared with the traditional [0/90]6s layup. Material comparison shows that carbon fiber-reinforced polymer exhibits higher flexural strength and crack resistance than GFRP. Hybrid layup designs (e.g. alternating stacking of carbon/glass fibers) further improve structural load-bearing capacity. The study validates the reliability of the Hashin criterion-based finite-element model in predicting damage evolution and failure modes, providing a theoretical foundation for the optimized design of composite T-joints.
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Research context

OpenAlex topics: Mechanical Behavior of Composites · Metal Forming Simulation Techniques · Fatigue and fracture mechanics

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

School of Civil and Architecture Engineering, Nanchang Institute of Technology, Nanchang, PR China

School of Civil and Architecture Engineering, Nanchang Institute of Technology, Nanchang, PR China (corresponding author: )

College of Architectural Science and Engineering, Yangzhou University, Yangzhou, PR China (corresponding author: )

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