Add to ORKGThe validity of various methods of modelling unsteady flows – namely quasi-steady, rigid-column (with and without friction) and water-hammer (with and without fluidstructure interaction (FSI)) is examined at various time scales of excitation. One aim is to find the time scales for which 1D-FSI is of importance in forced oscillating pipe flow. Illustrative examples are given for starting and oscillating laminar flows in a single pipe
The dynamic interaction between the unsteady flow occurrence and the resulting vibration of the pip...
Fluid-structure interaction (FSI) due to water hammer in a pipeline which has viscoelastic wall beha...
\u3cp\u3eFluid-structure interaction (FSI) in vibrating pipe systems is a phenomenon that finds its ...
The validity of various methods of modelling unsteady flows – namely quasi-steady, rigid-column (wit...
The validity of various methods of modelling unsteady flows – namely quasi-steady, rigid-column (wit...
Time scales are used to classify unsteady flow in liquid-filled pipes. Seven types of pipe flow are ...
Most reported work on transient fluid/structure interaction (FSI) in liquid-filled pipes has been ca...
A review of literature on transient phenomena in liquid-filled pipe systems is presented. Waterhamme...
The present review paper aims at collecting and discussing the research work, numerical and experime...
The present review paper aims at collecting and discussing the research work, numerical and experime...
The present review paper aims at collecting and discussing the research work, numerical and experime...
Transient flows in closed conduits are of interest from over a century, but the dynamic interaction ...
Fluid-structure interaction in liquid-filled piping systems is modelled by extended waterhammer theo...
The dynamic interaction between the unsteady flow occurrence and the resulting vibration of the pip...
Fluid-structure interaction (FSI) due to water hammer in a pipeline which has viscoelastic wall beha...
\u3cp\u3eFluid-structure interaction (FSI) in vibrating pipe systems is a phenomenon that finds its ...
The validity of various methods of modelling unsteady flows – namely quasi-steady, rigid-column (wit...
The validity of various methods of modelling unsteady flows – namely quasi-steady, rigid-column (wit...
Time scales are used to classify unsteady flow in liquid-filled pipes. Seven types of pipe flow are ...
Most reported work on transient fluid/structure interaction (FSI) in liquid-filled pipes has been ca...
A review of literature on transient phenomena in liquid-filled pipe systems is presented. Waterhamme...
The present review paper aims at collecting and discussing the research work, numerical and experime...
The present review paper aims at collecting and discussing the research work, numerical and experime...
The present review paper aims at collecting and discussing the research work, numerical and experime...
Transient flows in closed conduits are of interest from over a century, but the dynamic interaction ...
Fluid-structure interaction in liquid-filled piping systems is modelled by extended waterhammer theo...
The dynamic interaction between the unsteady flow occurrence and the resulting vibration of the pip...
Fluid-structure interaction (FSI) due to water hammer in a pipeline which has viscoelastic wall beha...
\u3cp\u3eFluid-structure interaction (FSI) in vibrating pipe systems is a phenomenon that finds its ...