预紧力作用的复合材料-金属螺栓连接结构承载与损伤行为研究

    Bearing and damage behavior of composite-metal bolt joint structure under preload force

    • 建立了含精细化螺纹结构的复合材料-金属螺栓连接结构三维装配模型,研究了不同预紧力对连接结构拉伸力学性能的影响规律。对于连接结构中的金属材料,基于弹塑性变形理论定义其本构模型;对于复合材料,分别采用Hashin失效准则和双线性内聚力模型描述层内各组分材料损伤和层间界面损伤。通过标准样件的制备和性能测试验证数值模型的可靠性。结果表明,数值模型能够较为准确捕捉螺栓连接结构拉伸刚度、拉伸强度以及材料的损伤行为;拧紧力矩存在非线性临界效应,螺栓临界力矩为4.0 N·m时,对应拉伸强度为487.27 MPa,超出临界值后因孔周应力集中显著削弱承载性能;复合材料连接件失效以基体开裂与层间分层为主,金属连接件的塑性变形集中于孔周与螺栓接触区域,螺栓的塑性变形集中于螺纹根部及啮合部位。

       

      Abstract: An improved 3D assembly model of composite-metal bolt joint with a refined thread structure was established to investigate the influence of different preloads on the tensile mechanical performance of the structures. Elastic-plastic deformation theory was used to define the behavior of metallic materials in the joint structure. Hashin failure criterion and the bilinear cohesive zone model were used to describe the damage of each component within the ply and the interlaminar damage, respectively. The reliability of the numerical model was verified by the preparation of standardized samples and subsequent tests. The results show that the numerical model can accurately capture the tensile stiffness and peak load of bolt joint structure and the material damage. There is a nonlinear critical effect of the tightening torque, and the critical torque of the bolt is 4.0 N·m, corresponding to the peak load of 487.27 MPa, and the load-bearing performance is significantly weakened by the concentration of stress around the holes when the critical value is exceeded. The failure of composite joint is dominated by matrix cracking and interlaminar delamination, the plastic deformation of metal joint is concentrated in the contact area between the hole perimeter and the bolt, and the plastic deformation of the bolt is concentrated in the root of the thread and the engaging part.

       

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