Content area

Abstract

Due to their high strength-to-weight ratio and corrosion resistance, glass fiber reinforced polymer (GFRP) composites have been used in various civil structures. However, the GFRP profiles may be perforated to allow bolting, wiring, and pipelining, causing stress concentration and safety concerns in load-carrying scenarios. A fundamental understanding of the stress concentration mechanisms and the efficacy of mitigation techniques in such anisotropic materials remains limited, particularly for the complex stress states introduced by perforations and mechanical fasteners. This study investigates the effectiveness of three techniques, adhesive filling, bolt reinforcement, and elliptical perforation design, in mitigating stress concentration and enhancing the strength of perforated GFRP plates. The effects of perforation geometry, filler modulus, bolt types, and applied preloads on the stress concentration and bearing capacity are investigated through experimental and finite element analysis. The results reveal that steel bolt reinforcement significantly improves load-bearing capacity, achieving a 13.9% increase in the pultrusion direction and restoring nearly full strength in the transverse direction (4.91 kN vs. unperforated 4.89 kN). Adhesive filling shows limited effectiveness, with minimal load improvement, while elliptical perforations exhibit the lowest performance, reducing strength by 38% compared to circular holes. Stress concentration factors (SCF) vary with hole diameter, peaking at 5.13 for 8 mm holes in the pultrusion direction, and demonstrate distinct sensitivity to filler modulus, with optimal SCF reduction observed at 30–40 GPa. The findings highlight the anisotropic nature of GFRP, emphasizing the importance of reinforcement selection based on loading direction and structural requirements. This study provides critical insights for optimizing perforated GFRP components in modular construction and other civil engineering applications.

Details

1009240
Business indexing term
Title
Comparative Analysis of Strength Improvement Techniques in Perforated Glass Fiber Reinforced Polymer Plates: Adhesive Filling, Bolt Reinforcement, and Elliptical Perforation Design
Author
Dai Yiqing 1   VIAFID ORCID Logo  ; Chen Jiachun 2 ; Yu, Chao 1 ; Almutairi, Ahmed D 3   VIAFID ORCID Logo  ; Yuan, Yan 1   VIAFID ORCID Logo 

 College of Civil Engineering, Fuzhou University, Fuzhou 350108, China; [email protected] (Y.D.); 
 Fujian Architecture & Light-Textile Design Institute Co., Ltd., Fuzhou 350001, China; [email protected] 
 Department of Civil Engineering, College of Engineering, Qassim University, Buraydah 51452, Saudi Arabia 
Publication title
Materials; Basel
Volume
18
Issue
18
First page
4290
Number of pages
21
Publication year
2025
Publication date
2025
Publisher
MDPI AG
Place of publication
Basel
Country of publication
Switzerland
Publication subject
e-ISSN
19961944
Source type
Scholarly Journal
Language of publication
English
Document type
Journal Article
Publication history
 
 
Online publication date
2025-09-12
Milestone dates
2025-08-14 (Received); 2025-09-09 (Accepted)
Publication history
 
 
   First posting date
12 Sep 2025
ProQuest document ID
3254600671
Document URL
https://www.proquest.com/scholarly-journals/comparative-analysis-strength-improvement/docview/3254600671/se-2?accountid=208611
Copyright
© 2025 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.
Last updated
2025-09-26
Database
ProQuest One Academic