Abstract The complex nature of two-phase flow increases the difficulty of safety monitoring systems in real-world pipelines. Two-phase Flow-Induced Vibration (FIV), when used as a non-intrusive signal for a novel pipeline Structural Health Monitoring (SHM) technique, requires signal analysis procedures and an experimental database. This paper experimentally characterizes two-phase FIV in pipelines across numerous scenarios, including varying flow conditions and in the presence of soil. The experiment measures pipe structural vibration using tri-axial accelerometers mounted at the top of a pipe and analyzes pipe vibration characteristics in both the frequency and time domains. Flow conditions are quantified in terms of various two-phase flow factors, including flow pattern, flow pressure, and dimensionless numbers. Damping effects due to varying soil conditions, including unburied, semi-buried, and fully buried, are examined.
Dang et al. (2025) studied this question.