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Transverse Bending and Vibration Characteristics of a Simply Supported Discontinuous Beam under Axial Loads

机译:在轴向载荷下简单地支撑的不连续梁的横向弯曲和振动特性

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An abrupt change of stiffness may occur at the interface of discontinuous beams,and the transverse stiffness and vibration characteristics of this part of the beam can be significantly different from those of the remaining beam.In this paper,the relationship between the internal force and the displacement of discontinuous beams is analyzed based on the Timoshenko beam theory,and the equations for the deflection curve and free vibration of a simply supported beam under axial load are analytically derived.The normal function of the transverse vibration equation is obtained by separating variables,while the endpoint displacement is derived using the method of transfer matrix.The deflection and free vibration frequency of the discontinuous beam under different axial loads and connection stiffness were calculated.The results show that with an increase of stiffness,the deflection and free vibration frequency decreases and increases exponentially respectively.Moreover,the free vibration frequency of each order decreases with an increase of axial load,and the lower order frequency is more dependent on the axial load.
机译:在不连续梁的界面处突然发生刚度的突然变化,并且该部分的这部分的横向刚度和振动特性可以显着与剩余光束的界面有显着不同。在本文中,内部力与内部力之间的关系基于Timoshenko光束理论分析不连续梁的位移,分析轴向载荷下简单支撑光束的偏转曲线和自由振动的方程进行了分析。通过分离变量,横向振动方程的正常功能使用转移矩阵的方法导出端点位移。计算不同轴向载荷和连接刚度下的不连续光束的偏转和自由振动频率。结果表明,随着刚度的增加,偏转和自由振动率降低和分别增加呈呈指数级。over,自由振动频率每个订单的收集随着轴向载荷的增加而减小,较低的频率更加取决于轴向载荷。

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