不同预紧力下栓接结合部法向等效特性
Normal Equivalent Properties of the Bolted Joints in Different Preload
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摘要: 为了充分体现栓接结合部法向动态特性,将模型等效为匀质杆,并利用整体结构的边界条件、位移相容条件和作用力平衡条件建立栓接结合部法向等效动力学模型;然后,通过模态实验获得整体结构在不同预紧力下的一阶固有频率和阻尼比,辨识出在不同预紧力下栓接结合部等效刚度与阻尼的变化规律;最后,利用ANSYS有限元软件建立含有栓接结合部的整体结构模型,并与实验获得的整体结构一阶固有频率和振型进行比较,最大误差仅为4.73%,从而验证了该方法的正确性.同时,研究发现:随着预紧力的增加,等效刚度和阻尼也随着增加,当预紧力达到一定时,等效刚度和阻尼参数的变化趋势逐渐减小,并且结合部对整体结构的影响很大,尤其是在预紧力较低的情况下结合部的特性对整体性能影响更大.Abstract: Establishing the normal equivalent properties model of bolted joints by boundary condition, the equilibrium and compatibility conditions. Then obtain the first two natural frequencies and damping ratio by modal testing under the different preload, and identification the relationship between different preload and equivalent stiffness and damping of bolted joints. Finally, establishing the finite element model of including bolted joints by ANSYS soft and obtain the first natural frequencies and damping ratio, the error between the theoretical and experimental results of the model is less than 4. 73% , it can be show the validity and feasibility of the proposed method. Besides, the studied results show that, in the test range of this paper, the stiffness and damping coefficient of the joint surfaces increase with the preload, and further proved the dynamic properties of a mechanical system are strong affected by the properties of bolted joints, especially in the case of the low preload.