Study of Stresses Induced in Axisymmetric Buried thin Orthotropic Empty Cylindrical Shell Due to Shear-wave Loading

Axisymmetric dynamic response and the stresses induced in an empty buried pipe due to an incident shear wave under different soil conditions is the subject of this investigation. In this work the shell is assumed perfectly bonded to the surrounding medium of infinite extent. The pipeline has been mo...

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Bibliographic Details
Published inMaterials today : proceedings Vol. 2; no. 4-5; pp. 1603 - 1612
Main Authors Singh, V.P., Dwivedi, J.P., Lal, Radha Krishna, Kumar, P.
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 2015
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