铺层、孔径及板厚对CFRP/Al抽芯铆接接头力学性能与损伤的影响

Influence of layup, aperture and plate thickness on the mechanical properties and damage of CFRP/Al blind riveted joints.

  • 摘要: 本文研究了沉头型钛合金抽芯铆钉连接碳纤维增强复合材料(CFRP)/铝合金单搭接接头在多参数作用下的力学性能与损伤演化规律,采用基于应力分析的Hashin损伤失效起始准则与基于断裂能的等效应变刚度退化理论,构建接头三维数值仿真模型,通过拉伸试验验证模型有效性(峰值载荷误差<10%,失效位移误差<10%,孔径变形量误差<10%),采用控制变量法探究铺层方式、孔径尺寸、层合板厚度对接头性能的影响。结果表明:铺层方式显著调控失效行为,0/905s因0°铺层比例最高(67%)获得最大峰值载荷(5.77 kN);45/−455s实现最大失效位移(4.55 mm);孔径尺寸决定接触损伤机制,4.14 mm孔径因无初始间隙引发孔壁应力集中,导致纤维/基体大面积破碎;4.24 mm孔径存在适度间隙,使铆钉形成时均匀填充孔隙,应力分布优化,承载能力较4.14 mm提升16.7%;CFRP层合板厚度影响载荷传递效率,3.00 mm板厚全孔壁承载达最优刚度与强度,3.60 mm板厚因铆钉鼓包锁紧能力变差导致铆钉过早倾斜,承载力较3.00 mm降低13.5%。本研究为航天复合材料CFRP/Al沉头孔抽芯铆接结构参数优化设计提供一定指导和仿真依据。

     

    Abstract: This paper investigates the mechanical properties and damage evolution of single lap joints of carbon fiber reinforced polymer (CFRP)/aluminum alloy connected by countersunk titanium alloy blind rivets under multiple parameters. A three-dimensional numerical simulation model of the joint is constructed using the Hashin damage failure initiation criterion based on stress analysis and the equivalent variable stiffness degradation theory based on fracture energy. The effectiveness of the model is verified by tensile tests (peak load error <10%, failure displacement error <10%, and hole diameter deformation error <10%). The influence of layup method, hole size, and laminate thickness on joint performance is explored using the controlled variable method. The results show that the layup method significantly modulates the failure behavior. The 0/905s layer, with the highest 0° layup ratio (67%), achieves the maximum peak load (5.77 kN); the 45/−455s layer achieves the maximum failure displacement (4.55 mm). The hole size determines the contact damage mechanism. The 4.14 mm hole size, due to the lack of initial clearance, causes stress concentration on the hole wall, leading to large-area fiber/matrix breakage. The 4.24 mm hole size, with a moderate clearance, allows for uniform filling of the pores during rivet formation, optimizing stress distribution and increasing the load-bearing capacity by 16.7% compared to 4.14 mm. The thickness of the CFRP laminate affects the load transfer efficiency. The 3.00 mm thickness achieves optimal stiffness and strength with full hole wall bearing capacity. The 3.60 mm thickness, due to the reduced locking ability of the rivet bulge, causes premature rivet tilting, resulting in a 13.5% decrease in load-bearing capacity compared to 3.00 mm. This study provides some guidance and simulation basis for the parameter optimization design of CFRP/Al countersunk hole blind riveting structures in aerospace composite materials.

     

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