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contributor authorS. K. Datta
contributor authorP. M. O’Leary
contributor authorA. H. Shah
date accessioned2017-05-08T23:19:20Z
date available2017-05-08T23:19:20Z
date copyrightDecember, 1985
date issued1985
identifier issn0021-8936
identifier otherJAMCAV-26261#919_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/99303
description abstractAn exact analysis is presented here for the three-dimensional dynamics of a long continuous pipeline embedded in an elastic medium. A shell model of the pipe has been used here. It is shown that the dynamic amplification of axial and hoop stresses induced in the pipe due to incident plane longitudinal and shear waves depends crucially on the ratio of rigidities of the surrounding soil and the pipe. Induced stresses are also found to have appreciable frequency dependence for certain combinations of material properties and angles of incidence. Results presented here are also applicable to buried tunnels.
publisherThe American Society of Mechanical Engineers (ASME)
titleThree-Dimensional Dynamic Response of Buried Pipelines to Incident Longitudinal and Shear Waves
typeJournal Paper
journal volume52
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3169169
journal fristpage919
journal lastpage926
identifier eissn1528-9036
keywordsWaves
keywordsShear (Mechanics)
keywordsDynamic response
keywordsPipelines
keywordsPipes
keywordsStress
keywordsDynamics (Mechanics)
keywordsMaterials properties
keywordsShells
keywordsSoil AND Tunnels
treeJournal of Applied Mechanics:;1985:;volume( 052 ):;issue: 004
contenttypeFulltext


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