关键词: 柔性多体系统, 简支梁, 边界挠性, 模态分析, 稳定性

Abstract:

For the beam with simple and flexible supports, a nonlinear dynamic model is established by applying the flexible multi-body dynamic theory. The model can describe both the global rotation and the relative deformation of the beam. The modal and axial-compressive stability of the system are investigated by using analytical and numerical method, and the effect of the movable support stiffness are obtained. The results show that there is great influence on the lower-order frequencies, vibration shape and the buckling mode of the system while the movable support stiffness is smaller than the beam. In this case, they behave to the global rotation characteristic and the lower-order vibration shape in the floating coordinate system is also different to the classical beam, which is affected by the global rotation. However, when the movable support is very stiff, the influence on the lowerorder frequencies, vibration shape and the buckling mode of the system are extremely slight and the uncertainty of the movable support stiffness only lightly affects the higher-order frequencies and vibration shape of the system. The results are important to the constraint boundary design of the beam and the application of the flexible multibody dynamic theory.

Key words: flexible multi-body systems, simply-supported beam, boundary flexibility, modal analysis, stability