<abstract xmlns="http://www.w3.org/1999/xhtml"><p><italic>The fluid-solid interaction (FSI) dynamic responses for a Light Weight Pyramidal Sandwich Plate Structure</italic><italic>(LWPSPS) under different water-entry velocities (1m/s-6m/s) are investigated numerically and theoretically.</italic><italic>The characteristics of impact pressure and structure deformation are obtained by using LS-DYNA code</italic><italic>based on the proposed 3D multi-physics (air-water-solid) FEM model. Numerical results show that the</italic><italic>average water impact pressure of LWPSPS is much lower than that of the monolithic plate with same mass.</italic><italic>Moreover, a phenomenon called “local air cushion” is observed for LWPSPS which does not exist for</italic><italic>a monolithic plate. Theoretical hydroelasticity analysis demonstrates that the FSI effect of LWPSPS is weak</italic><italic>when the ratio of water impact duration time to wet natural vibration period is greater than 4. In the study,</italic><italic>an engineering estimation method to predict the maximum deformation of the LWPSPS is proposed, in which</italic><italic>the total deformation is divided into two parts, i.e. local field deformation and global field deformation,</italic><italic>and they are both computed using analytical model. Good agreement between the numerical results and</italic><italic>ones obtained from the proposed engineering estimation method is achieved. Furthermore, the geometric</italic><italic>variation sensitiveness analysis is also conducted.</italic></p></abstract>

The fluid-solid interaction (FSI) dynamic responses for a Light Weight Pyramidal Sandwich Plate Structure(LWPSPS) under different water-entry velocities (1m/s-6m/s) are investigated numerically and theoretically.The characteristics of impact pressure and structure deformation are obtained by using LS-DYNA codebased on the proposed 3D multi-physics (air-water-solid) FEM model. Numerical results show that theaverage water impact pressure of LWPSPS is much lower than that of the monolithic plate with same mass.Moreover, a phenomenon called “local air cushion” is observed for LWPSPS which does not exist fora monolithic plate. Theoretical hydroelasticity analysis demonstrates that the FSI effect of LWPSPS is weakwhen the ratio of water impact duration time to wet natural vibration period is greater than 4. In the study,an engineering estimation method to predict the maximum deformation of the LWPSPS is proposed, in whichthe total deformation is divided into two parts, i.e. local field deformation and global field deformation,and they are both computed using analytical model. Good agreement between the numerical results andones obtained from the proposed engineering estimation method is achieved. Furthermore, the geometricvariation sensitiveness analysis is also conducted.

Dynamic response analysis of light weight pyramidal sandwich plates subjected to water impact

School of Naval Architecture and Ocean Engineering, Huazhong University of Science and Technology, Wuhan, P.R. CHINA

Polish Maritime Research

The fluid-solid interaction (FSI) dynamic responses for a Light Weight Pyramidal Sandwich Plate Structure(LWPSPS) under different water-entry velocities...

Dynamic response analysis of light weight pyramidal sandwich plates subjected to water impact

Published Online: Jan 26, 2013

Page range: 31 - 43

DOI: https://doi.org/10.2478/v10012-012-0038-y

Keywords
light weight pyramidal sandwich plate structures (LWPSPS), multi-physics numerical model, maximum deformation, quasi-static, local air cushion

This content is open access.

Dynamic response analysis of light weight pyramidal sandwich plates subjected to water impact

Published Online: Jan 26, 2013

Page range: 31 - 43

DOI: https://doi.org/10.2478/v10012-012-0038-y

Keywordslight weight pyramidal sandwich plate structures (LWPSPS), multi-physics numerical model, maximum deformation, quasi-static, local air cushion

This content is open access.

Keywords
light weight pyramidal sandwich plate structures (LWPSPS), multi-physics numerical model, maximum deformation, quasi-static, local air cushion