Vibration of spring-supported massless beams with discrete masses

被引:0
|
作者
Chen K.F. [1 ]
Zhang L.N. [1 ]
Zhou Z. [1 ]
机构
[1] East Campus, College of Science, China Agricultural University, Beijing, 100083
关键词
Beam; Flexibility infl uence coefficient; Repeated natural frequency; Stiffness influence coefficient; Vibration equation;
D O I
10.7227/IJMEE.38.2.3
中图分类号
学科分类号
摘要
Versatile examples are essential on any engineering vibration course. However, most examples in current textbooks, especially those of multi-degree-of-freedom systems, are based on mass-spring systems. The system of spring-supported beams is explored in this report with the purpose of developing enriching examples. Firstly, the method using the stiffness influence coefficient is illustrated in order to establish a vibration equation for a beam with three discrete masses. This is followed by methods using the flexibility influence coefficient. Then we analyze a general case, with an arbitrary number of springs and masses, using the energy method. Finally, a reduced case with repeated natural frequencies is explored.
引用
收藏
页码:117 / 131
页数:14
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