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拉挤成型复合方管螺栓连接节点的承载能力及加固措施

Bearing Capacity and Reinforced Measures of Bolted Joints for Pultruded Composite Square Tubes.

作者信息

Han Juan, Zhang Xinchen, Xie Zhitian, Fang Hai, Qi Youjun, Song Wei

机构信息

College of Architectural Engineering, Jiangsu Open University, Nanjing 210036, China.

College of Civil Engineering, Nanjing Tech University, Nanjing 211816, China.

出版信息

Materials (Basel). 2025 Jun 20;18(13):2936. doi: 10.3390/ma18132936.

Abstract

This study investigates the tensile behavior of pultruded composite square tubes with single- and double-bolt joints to evaluate their ultimate load-bearing capacity and failure modes. A series of experiments was carried out to examine the effects of hole size, edge distance, and the presence of a reinforcing gasket on joint performance. The results indicate that incorporating a multiaxial fiber-reinforced resin matrix composite gasket significantly enhances joint strength, achieving up to a 295% increase in bearing capacity. In single-bolt configurations, reducing the edge distance improved the effectiveness of the gasket, leading to higher ultimate strength, as it enhances the lateral confinement of the gasket. For double-bolt joints, a shorter spacing between holes further amplified the reinforcing effect of the gasket under constant hole size and edge distance. A theoretical model was developed to estimate the ultimate load, and the calculated results showed strong agreement with experimental observations. Numerical predictions showed a strong correlation with experimental findings, confirming the model's reliability and accuracy.

摘要

本研究调查了带有单螺栓和双螺栓接头的拉挤复合方管的拉伸行为,以评估其极限承载能力和失效模式。进行了一系列实验,以研究孔径、边距以及增强垫圈的存在对接头性能的影响。结果表明,采用多轴纤维增强树脂基复合垫圈可显著提高接头强度,承载能力提高幅度高达295%。在单螺栓配置中,减小边距可提高垫圈的有效性,从而提高极限强度,因为这增强了垫圈的横向约束。对于双螺栓接头,在孔径和边距不变的情况下,孔间距越短,垫圈的增强效果越明显。开发了一个理论模型来估计极限载荷,计算结果与实验观测结果高度吻合。数值预测与实验结果高度相关,证实了该模型的可靠性和准确性。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f959/12250840/de83246ad9d4/materials-18-02936-g001.jpg

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