Show simple item record

contributor authorDan D. Budny
contributor authorD. C. Wiggert
contributor authorF. J. Hatfield
date accessioned2017-05-08T23:35:47Z
date available2017-05-08T23:35:47Z
date copyrightSeptember, 1991
date issued1991
identifier issn0098-2202
identifier otherJFEGA4-27061#424_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/108709
description abstractA four equation model of axial wave propagation with Poisson coupling which includes viscous damping to account for structural energy dissipation is evaluated. Comparison of the predictions with experimental data indicates that the model can satisfactorily predict fluid pressure and structural velocity. The results show that structural damping reduces the pressure peaks during a transient event by eliminating the high frequency components. For the conditions studied, this reduction was 20 to 25 percent for a piping system with no axial constraints. A saddle-type support increases the equivalent viscous damping, and this increased damping can be modeled as either distributed damping or as an external damper.
publisherThe American Society of Mechanical Engineers (ASME)
titleThe Influence of Structural Damping on Internal Pressure During a Transient Pipe Flow
typeJournal Paper
journal volume113
journal issue3
journal titleJournal of Fluids Engineering
identifier doi10.1115/1.2909513
journal fristpage424
journal lastpage429
identifier eissn1528-901X
keywordsPressure
keywordsDamping
keywordsPipe flow
keywordsEquations
keywordsPiping systems
keywordsFluid pressure
keywordsWave propagation
keywordsEnergy dissipation AND Dampers
treeJournal of Fluids Engineering:;1991:;volume( 113 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record