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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Published in | Materials today : proceedings Vol. 2; no. 4-5; pp. 1603 - 1612 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
2015
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Subjects | |
Online Access | Get full text |
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