The shear-tensile strength of closed-type winding GFRP stirrups

Closed-type winding GFRP (CW-GFRP) stirrups are obtained by winding continuous fibers fully impregnated with resin on the mould layer by layer. Compared to pultruded stirrups, the CW-GFRP stirrups have a higher bend strength and no overlap sections. For concrete beams with CW-GFRP stirrups subjected to shear, due to the angle between the stirrup and the diagonal crack, the main tensile stresses acting on the stirrup can be resolved into a tensile force along the stirrup and a shear force perpendicular to the stirrup. The strength of the stirrup straight section in this composite state was called the shear-tensile strength. So far, there are few studies about the shear-tensile strength of CW-GFRP stirrups. In this paper, a new shear-tensile test method was proposed and tested for 23 specimens, including twenty CW-GFRP stirrups and three pultruded GFRP stirrups. The main parameters included the cross-sectional dimensions and diagonal crack angle. The test results showed that the bend strength of CW-GFRP stirrups was improved by 81% ∼ 115% and the shear-tensile strength was enhanced by 4% ∼ 19% compared with those of pultruded stirrups. Besides, as the angle of diagonal cracks increased from 35° to 55°, the shear-tensile strength decreased by 10% ∼ 28%, and the decrease was related to the cross-sectional dimensions of CW-GFRP stirrups. The greater the width-to-thickness ratio, the more significant the decrease. Furthermore, the shear-tensile strength overall increased with increasing thickness and decreased with increasing width. When the cross-sectional area was certain, the shear-tensile strength decreased with increasing width-to-thickness ratio and the bend strength exhibited opposite trends. Finally, a shear-tensile strength prediction model for CW-GFRP stirrups was proposed. For the application of CW-GFRP stirrups in beams, width-to-thickness ratios ranging from 1.5 to 2.67 and taking 60% of the tensile strength as the shear-tensile strength are recommended.

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Publication Details

Journal
Advances in Structural Engineering
Published
2025-05-06
DOI
https://doi.org/10.1177/13694332251340716
Primary Topic
Mechanical Behavior of Composites
Type
article
Field-Weighted Citation Impact
0.00

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article

The shear-tensile strength of closed-type winding GFRP stirrups

Ye Yuan, Yongbo Shao, Yanbin Gong, Tianyou Wang et al.
Advances in Structural Engineering
Mechanical Behavior of Composites
article

The shear-tensile strength of closed-type winding GFRP stirrups

Ye Yuan, Yongbo Shao, Yanbin Gong, Tianyou Wang, Zhenyu Wang
article en

Abstract

Closed-type winding GFRP (CW-GFRP) stirrups are obtained by winding continuous fibers fully impregnated with resin on the mould layer by layer. Compared to pultruded stirrups, the CW-GFRP stirrups have a higher bend strength and no overlap sections. For concrete beams with CW-GFRP stirrups subjected to shear, due to the angle between the stirrup and the diagonal crack, the main tensile stresses acting on the stirrup can be resolved into a tensile force along the stirrup and a shear force perpendicular to the stirrup. The strength of the stirrup straight section in this composite state was called the shear-tensile strength. So far, there are few studies about the shear-tensile strength of CW-GFRP stirrups. In this paper, a new shear-tensile test method was proposed and tested for 23 specimens, including twenty CW-GFRP stirrups and three pultruded GFRP stirrups. The main parameters included the cross-sectional dimensions and diagonal crack angle. The test results showed that the bend strength of CW-GFRP stirrups was improved by 81% ∼ 115% and the shear-tensile strength was enhanced by 4% ∼ 19% compared with those of pultruded stirrups. Besides, as the angle of diagonal cracks increased from 35° to 55°, the shear-tensile strength decreased by 10% ∼ 28%, and the decrease was related to the cross-sectional dimensions of CW-GFRP stirrups. The greater the width-to-thickness ratio, the more significant the decrease. Furthermore, the shear-tensile strength overall increased with increasing thickness and decreased with increasing width. When the cross-sectional area was certain, the shear-tensile strength decreased with increasing width-to-thickness ratio and the bend strength exhibited opposite trends. Finally, a shear-tensile strength prediction model for CW-GFRP stirrups was proposed. For the application of CW-GFRP stirrups in beams, width-to-thickness ratios ranging from 1.5 to 2.67 and taking 60% of the tensile strength as the shear-tensile strength are recommended.

Advances in Structural EngineeringVol. 28(14)
Xihua University (CN), Hong Kong Polytechnic University (HK), Taisei (Japan) (JP), Yantai University (CN)
National Natural Science Foundation of China, Natural Science Foundation of Shandong Province
Openalex Percentile: Top 89%
Mechanical Behavior of Composites
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