Critical velocity of a uniformly moving load
An analysis of the critical velocity of a load moving uniformly along a beam on a visco-elastic foundation composed of one or two sub-domains is presented. The case study addressed is related to high-speed railway lines. A new formulation of the governing equations in the first order state-space form is proposed for the TimoshenkoRayleigh beam. Differences in results obtained by EulerBernoulli and TimoshenkoRayleigh beam theories are analysed. It is concluded that, in the case study considered, these differences are negligible. Critical velocities are obtained for load travelling on finite and infinite beams, with and without damping. A new relationship between the viscous damping coefficient and the modal damping ratio is derived and justified. Predictions about critical velocities established in [1] are confirmed numerically for cases not considered in [1], i.e. in cases when the load passes on infinite beams and when damping is considered.
timoshenkorayleigh beam theory non-homogeneous foundation transverse vibration maximum displacement eulerbernoulli beam theory modal expansion