Mechanical behavior and load-sharing mechanism of plain-weave CFRP/Al bonded-bolted joint at −50 °C, 23 °C and +120 °C

IF 7.1 2区 材料科学 Q1 MATERIALS SCIENCE, COMPOSITES Composite Structures Pub Date : 2025-04-01 Epub Date: 2025-03-05 DOI:10.1016/j.compstruct.2025.119048
Jiang-Bo Bai , Hao Xu , Yun-Tao Zhu , Nicholas Fantuzzi , Si-Yuan Tian , Peng-Cheng Cao
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Abstract

This paper investigates the load-sharing mechanism of plain-weave carbon fiber reinforced polymer composite (PWCFRP) and aluminum alloy (Al) hybrid bonded-bolted joints under varying temperature conditions. Quasi-static tension and tension–tension fatigue tests were conducted on PWCFRP/Al bonded, bolted, and hybrid bonded-bolted joints at −50 °C, 23 °C, and 120 °C. Based on the experimental results, the influences of temperature and loading type on the mechanical behavior and failure mechanism of the joints were analyzed. Then, a load-sharing model was proposed for hybrid joints based on the test data. It is found that: i) at all three temperatures, the failure process in hybrid joints involves three characteristic stages. In Stage I, the adhesive solely bears the load. In Stage II, the adhesive and the bolt bear the load together. In Stage III, the bolt bears the load independently. ii) The lower damage initiation load of the hybrid joint than the bonded joint is mainly due to the thread embedment induced adhesive failure; iii) With increasing temperature, joint performance of the three types of joints declines, accompanied by changing in failure modes; iv) As the loading cycles accumulate, the nominal residual displacement of the joint increased monotonically at three temperatures, while nominal residual joint stiffness first increases then gradually decreases; v) The proposed model accurately forecasts the Stage II at −50 °C and 23 °C, with a maximum error of 6 % in the prediction of the peak load.
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- 50°C、23°C和+120°C条件下CFRP/Al -螺栓连接的力学行为和荷载分担机制
研究了不同温度条件下,普通编织碳纤维增强聚合物复合材料(PWCFRP)与铝合金(Al)复合粘结-螺栓连接的载荷分担机制。在- 50°C、23°C和120°C的温度下,对PWCFRP/Al粘结、螺栓连接和混合粘结-螺栓连接进行了准静态拉伸和拉伸-拉伸疲劳试验。在试验结果的基础上,分析了温度和加载方式对接头力学行为和破坏机理的影响。然后,基于试验数据,提出了混合节点的荷载分担模型。结果表明:1)在三种温度下,混合接头的破坏过程分为三个特征阶段。在阶段1中,胶粘剂单独承受载荷。在第二阶段,胶粘剂和螺栓共同承受荷载。在阶段III中,螺栓独立承受荷载。ii)混合接头的起裂载荷低于粘结接头,主要是由于螺纹嵌入引起的粘结破坏;iii)随着温度的升高,三种接头的接头性能均呈下降趋势,并伴有破坏模式的变化;iv)随着加载周期的累积,节点在三个温度下的名义残余位移单调增加,节点名义残余刚度先增大后逐渐减小;v)该模型准确预测了- 50°C和23°C的第二阶段,预测峰值负荷的最大误差为6%。
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来源期刊
Composite Structures
Composite Structures 工程技术-材料科学:复合
CiteScore
12.00
自引率
12.70%
发文量
1246
审稿时长
78 days
期刊介绍: The past few decades have seen outstanding advances in the use of composite materials in structural applications. There can be little doubt that, within engineering circles, composites have revolutionised traditional design concepts and made possible an unparalleled range of new and exciting possibilities as viable materials for construction. Composite Structures, an International Journal, disseminates knowledge between users, manufacturers, designers and researchers involved in structures or structural components manufactured using composite materials. The journal publishes papers which contribute to knowledge in the use of composite materials in engineering structures. Papers deal with design, research and development studies, experimental investigations, theoretical analysis and fabrication techniques relevant to the application of composites in load-bearing components for assemblies, ranging from individual components such as plates and shells to complete composite structures.
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