Oct 2026· The Physics of Fluids· Vol 38· 0 citations· 56 references
Abstract
Wave diffraction around rigid walls of varying geometries critically affects cavitation and collapse-induced loading during underwater explosions. This study develops a numerical framework integrating Runge–Kutta discontinuous Galerkin discretization, Level Set interface tracking, the ghost fluid method, and an isentropic cavitation model. Validation against representative one- and two-dimensional benchmarks confirms the framework's accuracy and robustness in capturing shock propagation, interface evolution, and cavitation inception, growth, and collapse. The validated model is used to examine the effects of wall thickness, length, and configuration, stand-off distance, and charge depth on cavitation evolution and wall loading. The results show that interactions among incident, reflected, and edge-diffracted waves govern the cyclic inception, expansion, collapse, and regeneration of near-wall cavitation. Increasing wall thickness enhances near-wall confinement, producing more concentrated cavities and higher initial collapse loads, whereas increasing wall length prolongs the low-pressure state, enlarges the cavitation region, and intensifies collapse loading at the wall center. Increasing stand-off distance weakens and delays cavitation, while increasing charge depth suppresses cavity growth and accelerates collapse through elevated hydrostatic pressure. Wall configuration also strongly influences cavitation morphology and loading. The upright conical wall delays collapse but produces a central collapse load comparable to that of the cylindrical wall, whereas the inverted conical wall promotes oblique shock reflection and radial energy dispersion, substantially reducing cavitation severity and concentrated wall loading. These findings elucidate the mechanisms governing near-wall cavitation loads and provide a theoretical basis for the blast-resistant design of typical underwater structures.
This study addresses the challenges of slow attenuation and significant hazards associated with explosive shock waves confined within conventional underground tunnel walls. A novel serrated passive shock-attenuating tunnel design is proposed, grounded in the principle of viscous dissipation within the boundary layer. T...
Hua-Long Li, Ao Zhang, Lian-Heng Zhao et al.· Modelling· 0 citations
Narrow-gap resonance is commonly investigated under rigid-wall assumptions, although deformable boundaries occur in many confined-water systems. This study aims to clarify how elastic-wall deformation and the geometry of the bottom passage affect the coupled hydrodynamic and structural responses of an open-top confined...
Shi-Qi Pan, Li-Dong Zhang, Xuan-Lie Zhao et al.· The Physics of Fluids· 0 citations
Cavity collapse during underwater vehicle water exit induces severe transient impact loads that threaten structural integrity, while the passive control of this process via porous media remains largely unexplored. This study employs a Reynolds-averaged Navier–Stokes and volume of fluid framework coupled with a volume-a...
Zhi-Tao Wang, Jie Wu· The Physics of Fluids· 0 citations
Large-eddy simulations coupled with the Schnerr–Sauer cavitation model were performed in a simplified curved-wall configuration to investigate ventilated cavity formation downstream of a surface protrusion. The numerical method was validated against water-tunnel data, reproducing the observed cavity morphology and pred...
Hao Xu, Zhi-Kun Cai, Zhou Zhou et al.· The Physics of Fluids· 0 citations
Underwater shock diffraction around structural corners can substantially alter shock-front geometry and redistribute pressure and impulse along nearby boundaries. Although geometrical shock dynamics (GSD) has been widely applied to air-shock diffraction, its applicability to relatively weak underwater shocks remains in...
Yang-Hui Yu, Yong-Liang Yang, Hao Zhou et al.· The Physics of Fluids· 0 citations
In deep-water environments, the combined effects of hydrostatic pressure, explosion-induced shock waves, and bubble pulsation can produce complex nonlinear dynamic responses and instability in stiffened cylindrical shells. Clarifying these response mechanisms is critical for the safety assessment and blast-resistant de...
Ze-Yu Jin, Xin Wu, Guo-Hua Zhu et al.· Journal of Marine Science an...· 0 citations
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