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轴向受载的Bernoulli—Euler薄壁梁固有振动和稳定性的理论研究
引用本文:李俊,金咸定.轴向受载的Bernoulli—Euler薄壁梁固有振动和稳定性的理论研究[J].上海力学,2001,22(2):264-269.
作者姓名:李俊  金咸定
作者单位:李俊(上海交通大学船海学院结构力学研究所上海 200072)       金咸定(上海交通大学船海学院结构力学研究所上海 200072)
基金项目:船舶工业国防基础研究基金项目
摘    要:通过直接求解轴向受载的单对称均匀Bernoulli-Euler薄壁梁单元弯扭耦合振动的运动微分方程,推导了其动态传递矩阵,讨论了轴向载荷的变化对薄壁梁弯扭耦合振动固有频率的影响,并由此得到零频率振动(弹性屈出)发生时相应的轴向载荷,数值结果表明本文方法在其适应范围内是精确有效的。

关 键 词:轴向受载  Bernoulli-Euler薄壁梁  固有振动  稳定性
修稿时间:2000年4月3日

Theoretical Research on Natural Vibration and Stability of Axially-Loaded Bernoulli-Euler Thin-Walled Beam
LI Jun,JIN Xian-ding.Theoretical Research on Natural Vibration and Stability of Axially-Loaded Bernoulli-Euler Thin-Walled Beam[J].Chinese Quarterly Mechanics,2001,22(2):264-269.
Authors:LI Jun  JIN Xian-ding
Abstract:The dynamic transfer matrix of axially-loaded uniform Bernoulli-Euler thin-walled beam element was derived by solving the governing motion differential equation of beam. The effect of axial force on the natural frequency of thin-walled beam with bending-torsional vibration is discussed. The critical axial load corresponding to the zero frequency vibration (elastic buckling) was also obtained. The numerical example demonstrates that the accuracy and effectiveness of the present method are available in the adaptable range.
Keywords:axially-loading  Bernoulli-Euler thin-walled beam  bending-torsional vibration  transfer matrix method
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