4.7 Article

Experimental and numerical simulation of dynamic response of U-type corrugated sandwich panels under low-velocity impact

期刊

OCEAN ENGINEERING
卷 245, 期 -, 页码 -

出版社

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.oceaneng.2021.110492

关键词

U-type corrugated sandwich panel; Low-velocity impact; Dynamic response; Drop-weight impact test; Numerical simulation

资金

  1. National Natural Science Foundation of China [51609110, 51779110and 51809122]
  2. Natural Science Foundation of Jiangsu Province [BK20191461]
  3. construction of new scientific and technological innovation team of JUST

向作者/读者索取更多资源

The dynamic response of U-type corrugated sandwich panels subjected to low-velocity impact was investigated through experimental and numerical analysis. The results showed that the deformation modes and performance were influenced by impact velocity and location. The experimental and simulation results were consistent, and the numerical simulation demonstrated reasonable accuracy. The transverse impact resistance performance was better than the longitudinal performance.
U-type corrugated sandwich panels exhibit excellent mechanical properties, and their application in the design of ship structures meets the requirements of the future development of ship and ocean engineering structures. In this study, the dynamic response of U-type corrugated sandwich panels under low-velocity impact using a dropweight apparatus at the impact velocity of 4.43 m/s was measured and compared with finite element predictions. Moreover, the effect of impact velocity and location were evaluated. Both the experimental and simulation results indicated that the deformation modes of the front face were localized indentation, membrane stretching and wrinkle formation around the contact area between the front face and indenter, however the deformation modes of the corrugated cores were indentation and global bending. The dynamic responses of the sandwich panel determined through experiment and numerical simulation were consistent, revealing that the numerical simulation demonstrated reasonable accuracy. When the impact velocity increased from 2.8 to 4.85 m/s, the loading process and deformation modes of the sandwich panel were mainly influenced by the properties of the structure. The transverse impact resistance performance of the U-type corrugated sandwich panel was better than the longitudinal performance, owing to the higher number of core cells involved in deformation and energy absorption.

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