Effect of Micro-slip on the Damping Capacity of Jointed Riveted Structures with Unequal Thickness

This paper addresses the influence of the partial slip phenomenon on the damping capacity of jointed riveted structures with unequal thickness. The dynamic response of built-up structures is influenced by the characteristics of the joints and the damping capacity of such joints has been analyzed by mathematical modeling and experiments. Damping at structural joints is associated with frictional losses caused by micro-slip and kinematics coefficient of friction at the interfaces. Such energy dissipation at various joints has a significant effect in limiting the magnitude of vibration. The free vibration of a beam jointed with rivets of unequal thickness with ratio of 2.0 undergoing a small dynamic deflection in the transverse direction has been studied using the energy approach to evaluate its damping capacity. The results of the theoretical analysis have been compared with the experimental results to verify the authenticity of the work. It has been found that the normal pressure and the micro-slip at the interfaces are the major parameters influencing the damping capacity of jointed riveted structures. The suggested method can be effectively utilized by the designers to fabricate the engineering built-up structures depending on the requirements of the damping capacity.