Abstract:
In this paper, the equation of motion of one dimensional circular beam structure has been established, taking the possible impact of the local frictional contact (constraints) on the system mode into consideration. First of all ,the free vibration modal (reference mode) for unconstrained beam was calculated, and then use the linear spring instead of local contact, calculated the modal accorded the continuity conditions , and then got the local discontinuous basis function. The local discontinuous basis function modal was a supplement of reference mode , after orthogonalization. Finally, the system response was calculated. Compared with difference method results, local contact would restrain circulation symmetry of structure vibration, leaded to the disappear of sine or cosine modal.The type of structure vibration was fluctuations in local constraints.
Tag:
点此返回栏目查看更多>>>参考论文