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Multiphase Science and Technology

Publicado 4 números por año

ISSN Imprimir: 0276-1459

ISSN En Línea: 1943-6181

SJR: 0.144 SNIP: 0.256 CiteScore™:: 1.1 H-Index: 24

Indexed in

FLUID-STRUCTURE INTERACTION DURING ARTIFICIALLY INDUCED WATER HAMMERS IN A TUBE WITH A BEND—EXPERIMENTS AND ANALYSES

Volumen 20, Edición 3-4, 2008, pp. 213-238
DOI: 10.1615/MultScienTechn.v20.i3-4.10
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SINOPSIS

Experimental and numerical investigations of artificial water hammers in a pipe with a bend are presented. At FZR, a cold water hammer test facility was used to measure the fluid pressures and the pipe wall stresses occurring during water hammers. The finite element code ANSYS was used for the numerical analysis of the experiments. The focus was put on the local distributions of pressure and stress. It could be shown that the fluid pressure and pipe wall stress exhibit complex three-dimensional structures, which is a consequence of the fluid-structure interaction. The highest stresses occur in the pipe bend. The pressure peak is lower than predicted by the Joukowsky formula.

CITADO POR
  1. Tijsseling Arris S., Hou Qingzhi, Bozkuş Zafer, Rapid Liquid Filling of a Pipe With Venting Entrapped Gas: Analytical and Numerical Solutions, Journal of Pressure Vessel Technology, 141, 4, 2019. Crossref

  2. Tijsseling Arris S., An overview of fluid-structure interaction experiments in single-elbow pipe systems, Journal of Zhejiang University-SCIENCE A, 20, 4, 2019. Crossref

  3. Guo Qiang, Zhou Jianxu, Li Yongfa, Guan Xiaolin, Liu Daohua, Zhang Jian, Fluid-Structure Interaction Response of a Water Conveyance System with a Surge Chamber during Water Hammer, Water, 12, 4, 2020. Crossref

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