Based on Hamilton's principle, the vibration of a multi-span non-uniform beam subjected to a moving load is analysed by using modified beam vibration functions as the assumed modes. The modified beam vibration functions satisfy the zero deflection conditions at all the intermediate point supports as
Vibration of continuous beams using modified beam vibration functions
โ Scribed by Kong, J. ;Cheung, Y. K.
- Publisher
- John Wiley and Sons
- Year
- 1996
- Tongue
- English
- Weight
- 392 KB
- Volume
- 12
- Category
- Article
- ISSN
- 1069-8299
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โฆ Synopsis
Free vibration of beams with intermediate point supports is studied by the classical Ritz method within the context of Euler beam theory. For the Ritz method, the displacement of a beam is approximated by a set of admissible trial functions which must satisfy the kinematic conditions at the ends and intermediate supports of the beam. To this end, a polynomial is superimposed on the conventional single-span beam vibration functions to form continuous-span or modified beam vibration functions. These modified beam functions are taken as the admissible trial functions for subsequent formulation. Stiffness and mass matrices are formulated using the conventional procedure and the resulting linear eigen-equation can be solved easily. A number of numerical examples are given to demonstrate the accuracy and efficiency of the present method.
๐ SIMILAR VOLUMES
It is well known that Euler}Bernoulli beam theory neglects the e!ect of transverse shear strain on the bending solutions because the assumption of plane cross-sections perpendicular to the axis of the beam remaining plane and perpendicular to the axis after deformation. This simple beam theory can g
In the work presented here, a method is developed to predict the stationary random response of a beam which has been modi"ed by the attachment of a damped, lumped assembly of linear mechanical elements. The initial development treats a general beam system with attached linear elements. Two examples