Numerical analysis of violent hydroelastic problems based on a mixed MPS-mode superposition method

• Published in: Ocean engineering 2019-05, Vol.179, p.285-297
• Main Authors: Sun, Z., Zhang, G.Y., Zong, Z., Djidjeli, K., Xing, J.T.
• Format: Article
• Language: English
• Subjects: Hydroelasticity; Modal superposition; MPS (Moving Particle Semi-implicit) method; Time-domain
• ISSN: 0029-8018; 1873-5258
• DOI: 10.1016/j.oceaneng.2019.03.032

The traditional potential-flow-based hydroelasticity computation is unable to directly simulate the violent free surface deformation and slamming, and has a lack of mutual interactions between rigid-body and flexible motion parts. In this paper, the modified MPS (Moving Particle Semi-implicit) and modal superposition methods are used for the time-domain hydroelasticity computation of cylindrical shell and non-uniform beam structures involving violent free surface deformation and slamming. The improved modal superposition technique is revisited and extended to derive the time-domain governing equations for flexible shell and non-uniform beam motions, which couples rigid-body and flexible modes and considers the mutual interaction between them. The modified MPS method developed by the authors previously is first validated by the rigid cylinder water problem, and then the flexible cylindrical shell water entry and ship hull structure slamming are simulated. Relatively good agreement has been obtained between current results and the available numerical and experimental data, which shows the feasibility of the proposed model for the hydroelasticity computation involving violent free surface deformation.