Bending performance of GFRP pultruded profile core sandwich structure reinforced by CFRP sheets

To address the limitations of traditional lightweight core sandwich structures, such as core brittleness and interfacial debonding, this study proposes a novel multi-axial fiber-reinforced pultruded pipe multicavity cross-section composite beam and examines its mechanical properties under four-point bending loads. The composite beam, consisting of pultruded pipes encased in glass fiber-reinforced composites (GFRP), prepared by vacuum infusion moulding process and was tested under four-point bending to compare damage modes, load-deflection behaviors, and load-strain relationships. The study further investigated the effects of core arrangement methods and carbon fiber-reinforced composite (CFRP) reinforcement types on the bending performance of the beams. The findings demonstrate that the arrangement of core materials significantly influences the flexural performance of the beam. When four cores are arranged vertically in a cross-shaped configuration, the beam exhibits the highest bending performance. The addition of outer CFRP layers enhances the beam's bending performance, with the semi-wrapped CFRP specimens showing a 7.17% increase in ultimate load-carrying capacity and a 7.80% increase in flexural stiffness compared to specimens without CFRP. Fully wrapped CFRP specimens demonstrated improvements of 21.19% in ultimate load-carrying capacity and 22.08% in flexural stiffness. Finally, flexural stiffness and load-carrying capacity analytical formulation for sandwich pipe composite beams were derived based on classical beam theory, with an error margin of less than 15% between theoretical and experimental results. • A new type of composite sandwich beam was investigated. • Pultruded profiles (core), multiaxial GFRP (facial sheets, webs) and CFRP (facial sheets) were used. • Four-point bending test were conducted and beam properties were quantified. • Wrapping CFRP around the composite beam improves its flexural performance.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2025-05-31
DOI
https://doi.org/10.1016/j.cscm.2025.e04858
Citations
2
Primary Topic
Mechanical Behavior of Composites
Type
article
Field-Weighted Citation Impact
1.73

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article

Bending performance of GFRP pultruded profile core sandwich structure reinforced by CFRP sheets

Hai Fang, Yanling Li, Yuntian Wang, Huiyuan Shi et al.
2 citations
Case Studies in Construction Materials
Mechanical Behavior of Composites
1.73
article

Bending performance of GFRP pultruded profile core sandwich structure reinforced by CFRP sheets

Hai Fang, Yanling Li, Yuntian Wang, Huiyuan Shi, Yan Cao
article en
2 citations

Abstract

To address the limitations of traditional lightweight core sandwich structures, such as core brittleness and interfacial debonding, this study proposes a novel multi-axial fiber-reinforced pultruded pipe multicavity cross-section composite beam and examines its mechanical properties under four-point bending loads. The composite beam, consisting of pultruded pipes encased in glass fiber-reinforced composites (GFRP), prepared by vacuum infusion moulding process and was tested under four-point bending to compare damage modes, load-deflection behaviors, and load-strain relationships. The study further investigated the effects of core arrangement methods and carbon fiber-reinforced composite (CFRP) reinforcement types on the bending performance of the beams. The findings demonstrate that the arrangement of core materials significantly influences the flexural performance of the beam. When four cores are arranged vertically in a cross-shaped configuration, the beam exhibits the highest bending performance. The addition of outer CFRP layers enhances the beam's bending performance, with the semi-wrapped CFRP specimens showing a 7.17% increase in ultimate load-carrying capacity and a 7.80% increase in flexural stiffness compared to specimens without CFRP. Fully wrapped CFRP specimens demonstrated improvements of 21.19% in ultimate load-carrying capacity and 22.08% in flexural stiffness. Finally, flexural stiffness and load-carrying capacity analytical formulation for sandwich pipe composite beams were derived based on classical beam theory, with an error margin of less than 15% between theoretical and experimental results. • A new type of composite sandwich beam was investigated. • Pultruded profiles (core), multiaxial GFRP (facial sheets, webs) and CFRP (facial sheets) were used. • Four-point bending test were conducted and beam properties were quantified. • Wrapping CFRP around the composite beam improves its flexural performance.

Case Studies in Construction MaterialsVol. 22
Nanjing Tech University (CN), Suzhou University of Science and Technology (CN)
National Natural Science Foundation of China, National Key Research and Development Program of China
Sustainable cities and communities
Openalex Percentile: Top 17%
Mechanical Behavior of Composites
1.73
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