Finite-element analysis of discretely supported rail subjected to multiple moving concentrated forces

Last updated on 16 October 2014 11:34
On the basis of the cubic Hermitian polynomials being used as the shape functions of a rail element and the conditions of equilibrium of forces acting in the vertical direction and of bending moment, this article presents a method for calculating the sectional force (i.e. shear force and bending moment)...
Author(s): Lou P;Zhong X-G;Tang J-F;Zeng Q-Y
2006
China
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