Response of Underground Pipelines to Dynamic Loads
by Jey K. Jeyapalan, Univ of Wisconsin, Madison, WI, USA,
Abstract: The results of an investigation of the forced response of an underground pipeline due to dynamic loads are presented. The pipe is modelled as a linearly elastic shell element and the surrounding soil is represented by both elastic and viscoelastic material models. The pipe-soil interface is modelled as a perfect bond. The beam on elastic foundation model is also studied for this problem.
Subject Headings: Dynamic loads | Elastic analysis | Dynamic response | Pipelines | Soil-pipe interaction | Elastic foundations | Dynamic structural analysis | Buried pipes
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