Paper Title:
Dynamic Characteristics Study of U-Beam Applied in Rail Transit
  Abstract

The Train-Track-Bridge coupling vibration theory was applied to analyze the dynamic characteristics of a U-beam serviced in Chongqing Rail Transit Line 1 in China. According to the analysis, for the U-beam form of this opening cross-section, the traditional 3D beam element model can only reflect the first-order vibration mode, but neglect the coupled local flexure and torsion vibration characteristics; the 3D beam element model overestimates the lateral stiffness of the bridge, and underestimates it’s lateral vibration; the 3D plate element model is reasonable in dynamic analysis of opening cross-section structure; the vibration of U-beam dominates in the frequency range of f < 250, which is accurate and efficient to take into account this frequency range in the analysis of noise radiated by bridge structure.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
2021-2026
DOI
10.4028/www.scientific.net/AMR.243-249.2021
Citation
X. Zhang, X. Z. Li, Y. D. Li, "Dynamic Characteristics Study of U-Beam Applied in Rail Transit", Advanced Materials Research, Vols. 243-249, pp. 2021-2026, 2011
Online since
May 2011
Export
Price
$32.00
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Chapter 1: Theory of Mechanisms and Mechanical Engineering, Dynamics of System Applications
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