Water hammer with fluid-structure interaction in thick-walled pipes
By A. Tijsseling. 2007
176 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Computational Mechanics
View Paper: https://www.semanticscholar.org/paper/c2ca4521ca49af053ce6a439fba1266f75de4b3d
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In Civil and Structural Engineering
In Computational Mechanics
Citations in the corpus
- Fluid-structure interaction with pipe-wall viscoelasticity during water hammer (2011, background): “(8)First, the Poisson ratio is assumed to be constant resulting in ( ).z z rdJ dJ dJφε σ υ σ σ= ∗ − ∗ − ∗ (9) Secondly, considering the hoop and radial stress in thin-walled pipes and , 2 f r r f D gH gH eφ σ ρ σ α ρ= = −% % (10) whereH% is the dynamic gauge pressure head and αr is an averaging fact”