Axisymmetric dynamic response of a buried pipe due to an incident compressional wave is the subject of this investigation. The pipe has been modeled as a thin cylindrical shell of linear homogeneous isotropic elastic material embedded in a linear isotropic homogeneous elastic medium of infinite extent. The response characteristics of the pipe due to changes in the material properties of the surrounding medium have been carefully studied. It is found that even at long wavelengths and low frequencies, the dynamic response is significantly altered by the changes in the Poisson’s ratio and the rigidity modulus of the surrounding medium. Further, it is found that there are real resonant frequencies of the pipe that are also significantly dependent on these quantities, as well as on the wavelength.
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March 1982
Research Papers
Dynamic Behavior of a Buried Pipe in a Seismic Environment
S. K. Datta,
S. K. Datta
Department of Mechanical Engineering, University of Colorado, Boulder, Colo.
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A. H. Shah,
A. H. Shah
Department of Civil Engineering, University of Manitoba, Winnipeg, Canada
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N. El-Akily
N. El-Akily
Department of Mechanical Engineering, University of Colorado, Boulder, Colo.
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S. K. Datta
Department of Mechanical Engineering, University of Colorado, Boulder, Colo.
A. H. Shah
Department of Civil Engineering, University of Manitoba, Winnipeg, Canada
N. El-Akily
Department of Mechanical Engineering, University of Colorado, Boulder, Colo.
J. Appl. Mech. Mar 1982, 49(1): 141-148 (8 pages)
Published Online: March 1, 1982
Article history
Received:
September 1, 1980
Revised:
April 1, 1981
Online:
July 21, 2009
Citation
Datta, S. K., Shah, A. H., and El-Akily, N. (March 1, 1982). "Dynamic Behavior of a Buried Pipe in a Seismic Environment." ASME. J. Appl. Mech. March 1982; 49(1): 141–148. https://doi.org/10.1115/1.3161957
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