Transverse Vibration Analysis of Euler-Bernoulli Beams Carrying Concentrated Masses with Rotatory Inertia at Both Ends
Transverse vibration analysis is presented for Euler-Bernoulli beams carrying concentrated masses and taking into account their rotatory inertia at both ends. The dimensionless eigenfunctions for the problems are first obtained using the differential equations of motion and considering translational and rotatory springs at both ends. A numerical technique, the Newton–Raphson algorithm, is then used to solve vibration eigenfunctions of the beams. Finally, the influences of different non-dimensional parameters on frequencies are discussed.
Transverse vibration analysis Concentrated masses Rotatory inertia
Yu Zhang Li-Yang Xie Xiao-Jin Zhang
School of Mechanical Engineer and Automation, Northeastern University, Shenyang 110004, China
国际会议
沈阳
英文
925-929
2010-07-28(万方平台首次上网日期,不代表论文的发表时间)