In this paper we study the dynamic behavior of a shallow arch under a moving load system containing two masses, a dashpot, and a suspension spring. It is assumed that the masses in the load system are under the action of gravity. This paper is an extension of a previous publication in which the arch is loaded by a moving point force. The emphasis of the paper is placed on finding out how the inertia effect of the load system affects the dynamic response of the arch. It is found that the point-force model is a good approximation only when the arch is slender and the moving speed of the load system is low. The boundary of a dangerous speed zone is defined based on the comparison of the total energy gained by the arch and an energy barrier. It is observed that the suspension model predicts a considerably different dangerous speed zone from the one predicted by the point-force model, especially in the high-speed range.
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e-mail: jschen@ccms.ntu.edu.tw
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February 2007
Technical Papers
Vibration and Stability of a Shallow Arch Under a Moving Mass-Dashpot-Spring System
Jen-San Chen,
Jen-San Chen
Professor
Department of Mechanical Engineering,
e-mail: jschen@ccms.ntu.edu.tw
National Taiwan University
, Taipei, Taiwan 10617
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Min-Ray Yang
Min-Ray Yang
Graduate Student
Department of Mechanical Engineering,
National Taiwan University
, Taipei, Taiwan 10617
Search for other works by this author on:
Jen-San Chen
Professor
Department of Mechanical Engineering,
National Taiwan University
, Taipei, Taiwan 10617e-mail: jschen@ccms.ntu.edu.tw
Min-Ray Yang
Graduate Student
Department of Mechanical Engineering,
National Taiwan University
, Taipei, Taiwan 10617J. Vib. Acoust. Feb 2007, 129(1): 66-72 (7 pages)
Published Online: May 21, 2006
Article history
Received:
December 26, 2004
Revised:
May 21, 2006
Citation
Chen, J., and Yang, M. (May 21, 2006). "Vibration and Stability of a Shallow Arch Under a Moving Mass-Dashpot-Spring System." ASME. J. Vib. Acoust. February 2007; 129(1): 66–72. https://doi.org/10.1115/1.2345673
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