作者: Baran Bozyigit , Yusuf Yesilce
DOI: 10.12989/SEM.2016.58.5.847
关键词: Structural engineering 、 Bending moment 、 Mathematics 、 Beam (structure) 、 Boundary value problem 、 Differential equation 、 Mathematical analysis 、 Timoshenko beam theory 、 Normal mode 、 Vibration 、 Equations of motion
摘要: In this study, the free vibration analysis of axially moving beams is investigated according to Reddy-Bickford beam theory (RBT) by using dynamic stiffness method (DSM) and differential transform (DTM). First all, governing equations motion in are derived Hamilton`s principle. The nondimensionalised multiplication factors for axial speed tensile force used investigate their effects on natural frequencies. frequencies calculated solving analytical (ANM). After ANM solution, solved DTM which based Finite Taylor Series. Besides DTM, DSM obtain beams. solution performed via Wittrick-Williams algorithm. For different boundary conditions, first three that tabulated tables compared with results where a very good proximity observed. mode shapes normalised bending moment diagrams presented figures.