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author:

Chen, S. (Chen, S..) [1] | Qin, J. (Qin, J..) [2] | Deng, S. (Deng, S..) [3] | Meng, X. (Meng, X..) [4] | Huang, R. (Huang, R..) [5] | Yang, X. (Yang, X..) [6]

Indexed by:

Scopus

Abstract:

This study presents underwater explosion tests with three different TNT charge weights to investigate the dynamic responses of a fixed steel sheet. A finite element model was established and benchmarked by comparing the bubble development and deformation distribution from the tests. The steel sheet shows a deformation process of hogging, sagging, and hogging again, due to the actions of shock waves, bubble expansion, bubble collapse, and bubble pulsation. The air may be sucked into the bubble during the hogging process, making the bubble collapse earlier and resulting in a relatively lower sagging deformation for large charge weights of TNT. The deformation caused by bubble pulsation is larger than that by the shock waves, owing to the large time duration of bubble pulsation. A parametric analysis was conducted to study the influence of steel grade, plate thickness, detonation distance, and the shape and position of charges on the dynamic behavior of steel plates subjected to underwater explosions. It shows that the damage to the steel plate gradually decreases, with the increase in steel strength, plate thickness, and detonation distance. The influence of the shape and position of charges is limited. The largest deformation is observed when the detonation distance increases to bubble radius. © 2022 by the authors.

Keyword:

bubble pulsation finite element analysis shock wave steel sheet underwater explosion

Community:

  • [ 1 ] [Chen, S.]Beijing Institute of Technology, School of Mechatronical Engineering, Beijing, 100081, China
  • [ 2 ] [Qin, J.]Naval Research Academy, Beijing, 100161, China
  • [ 3 ] [Deng, S.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 4 ] [Meng, X.]Naval Research Academy, Beijing, 100161, China
  • [ 5 ] [Huang, R.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 6 ] [Yang, X.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China

Reprint 's Address:

  • [Yang, X.]College of Civil Engineering, China

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Source :

Materials

ISSN: 1996-1944

Year: 2022

Issue: 18

Volume: 15

3 . 4

JCR@2022

3 . 1 0 0

JCR@2023

ESI HC Threshold:91

JCR Journal Grade:2

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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