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contributor authorT. Adachi
contributor authorS. Ujihashi
contributor authorH. Matsumoto
date accessioned2017-05-08T23:36:18Z
date available2017-05-08T23:36:18Z
date copyrightNovember, 1991
date issued1991
identifier issn0094-9930
identifier otherJPVTAS-28330#517_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/109015
description abstractThe impulsive responses of semi-finite and finite pipes filled with fluid are analyzed in order to clarify the validity of Joukowsky’s theory and the fluid-pipe coupling effect. In the analysis, Flügge’s dynamic bending shell theory and the potential theory of compressible perfect fluid are used. The analytical solutions in Laplace transformed domain are obtained. The inversion of the solutions is performed numerically using the algorithm of FFT. When a pipe is fairly long, it is shown that the result of Joukowsky’s theory which has no pipe inertia effect approximately agrees with that of the coupled theory. When a pipe is short, Joukowsky’s theory shows rough approximation of the responses. The response of the uncoupled theory with the inertia of a pipe is different from that of the coupled theory for both long and short pipes.
publisherThe American Society of Mechanical Engineers (ASME)
titleImpulsive Responses of a Circular Cylindrical Shell Subjected to Waterhammer Waves
typeJournal Paper
journal volume113
journal issue4
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.2928789
journal fristpage517
journal lastpage523
identifier eissn1528-8978
keywordsInertia (Mechanics)
keywordsFluids
keywordsSurface roughness
keywordsWaves
keywordsPotential theory (Physics)
keywordsAlgorithms
keywordsPipes
keywordsApproximation
keywordsCircular cylindrical shells AND Shells
treeJournal of Pressure Vessel Technology:;1991:;volume( 113 ):;issue: 004
contenttypeFulltext


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