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Structural Engineering and Mechanics
  Volume 72, Number 6, December25 2019 , pages 797-807
DOI: https://doi.org/10.12989/sem.2019.72.6.797
 


An exact transfer matrix method for coupled bending and bending vibrations of a twisted Timoshenko beam
Jung Woo Lee and Jung Youn Lee

 
Abstract
    In this study, an exact transfer matrix expression for a twisted uniform beam considering the effect of shear deformation and rotary inertia is developed. The particular transfer matrix is derived by applying the distributed mass and transcendental function while using a local coordinate system. The results obtained from this method are independent for a number of subdivided elements, and this method can determine the required number of exact solutions for the free vibration characteristics of a twisted uniform Timoshenko beam using a single element. In addition, it can be used as a useful numerical method for the computation of high-order natural frequencies. To validate the accuracy of the proposed method, the computed results are compared with those reported in the existing literature, and the comparison results indicate notably good agreement. In addition, the method is used to investigate the effects of shear deformation and rotary inertia for a twisted beam.
 
Key Words
    Timoshenko beam, transfer matrix method, exact solution, twisted beam
 
Address
Department of Mechanical System Engineering, Kyonggi University, 154-42, Gwanggyosan-ro,
Yeongtong-gu, Suwon-si, Gyeonggi-do, 16227, Republic of Korea
 

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