Numerical Coupled Modeling of Water Hammer in Quasi-rigid Thin Pipes

Ghodhbani, Abdelaziz; Hadj-Taïeb, Ezzeddine

doi:10.1007/978-3-642-37143-1_31

Cited by 3 publications

(2 citation statements)

References 3 publications

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“…A FEM scheme was used by [52] for both the fluid and the structure. Time interpolation and wave adjustment methods are compared for MOC-MOC solutions in [106,107]. A hybrid MOC-FEM approach, MOC for the fluid and FEM for the structure, was used in [48], experimental data was used for model verification.…”

Section: Two Degree-of-freedom Modelsmentioning

confidence: 99%

One-Dimensional Fluid–Structure Interaction Models in Pressurized Fluid-Filled Pipes: A Review

et al. 2018

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The present review paper aims at collecting and discussing the research work, numerical and experimental, carried out in the field of Fluid–Structure Interaction (FSI) in one-dimensional (1D) pressurized transient flow in the time-domain approach. Background theory and basic definitions are provided for the proper understanding of the assessed literature. A novel frame of reference is proposed for the classification of FSI models based on pipe degrees-of-freedom. Numerical research is organized according to this classification, while an extensive review on experimental research is presented by institution. Engineering applications of FSI models are described and historical accidents and post-accident analyses are documented.

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Section: Two Degree-of-freedom Modelsmentioning

confidence: 99%

One-Dimensional Fluid–Structure Interaction Models in Pressurized Fluid-Filled Pipes: A Review

et al. 2018

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“…Zhang et al (1994) used a FEM scheme for both the fluid and the structure. In Bouabdallah & Massouh (1997) and Ghodhbani & Hadj-Taïeb (2013), time interpolation and wave adjustment methods are compared for MOC-MOC solutions. Wiggert (1983) used a hybrid MOC-FEM approach, MOC for the fluid and FEM for the structure, and experimental data was used for model verification.…”

Section: Two Degree-of-freedom Modelsmentioning

confidence: 99%

Fluid-Structure Interaction Models in Pressurized Fluid-Filled Pipes: A Review

Ferràs¹,

Manso²,

Schleiss³

et al. 2018

Preprint

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The present review paper aims at collecting and discussing the research work, numerical and experimental, carried out in the field of Fluid-Structure Interaction (FSI) in one-dimensional (1D) pressurized transient flow in the time-domain approach. Background theory and basic definitions are provided for the proper understanding of the assessed literature. A novel frame of reference is proposed for the classification of FSI models based on pipe degrees-of-freedom. Numerical research is organized according to this classification, while an extensive review on experimental research is presented by institution. Engineering applications of FSI models are described and historical accidents and post-accident analyses documented.

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