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- W2376869388 abstract "This paper deduces the calculation formulation of CWR tracl stability with Timoshenko method.The rails are considered as beams with limited length, which have certain transversal rigidity and are laid on a continuous elastical ballast formation.Under the action of the critical temperature force, the rail with initial irregularity generates tiny transverse deformation and stays in a stable status with micro curviture. According to the fact that the increment of the rail adaptability to change is equivalent to the external work change and with Timoshenko method, the calculation formula of the critical temperature force is deducted, the corresponding calculation sequence compiled and the specific case is computed. Then a result is obtained that is close to the uniform formula. Then substituting different values of the curve radius, the ballast transversal resistance, the elastical curving vector, and the plastical curving vector into the formular, it will generate the influence of variation of the parameters against CWR stability. Thereby the important priciple is defined to guarantee the stability in track maintenance work." @default.
- W2376869388 created "2016-06-24" @default.
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- W2376869388 date "2003-01-01" @default.
- W2376869388 modified "2023-09-26" @default.
- W2376869388 title "CWR Track Stability Analysis with Timoshenko Method" @default.
- W2376869388 hasPublicationYear "2003" @default.
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