Damage effects of clamped square plates by near-field underwater explosion with complex boundary conditions

被引:0
|
作者
Deng S. [1 ]
Lai Z. [1 ]
Qin J. [1 ,2 ]
Meng X. [2 ]
Chi H. [3 ]
Huang R. [1 ]
机构
[1] College of Civil Engineering, Fuzhou University, Fujian, Fuzhou
[2] Naval Research Academy, Beijing
[3] Institute of Chemical Defense, Beijing
来源
关键词
clamped square plate; complex boundary; coupled Eulerian-Lagrangian (CEL) method; dynamic damage; near-field underwater explosion;
D O I
10.11883/bzycj-2023-0164
中图分类号
学科分类号
摘要
Near-field underwater explosion produces complex loading patterns, and complex boundary conditions make the damage patterns of structures under near-field underwater explosion more difficult to predict. Thus, the investigation on the evolution of underwater explosion bubbles and the damage effects on the clamped square plates with the coupling of multiboundary (free surface, elastoplastic plates and sediment boundary) was conducted using the coupled Eulerian-Lagrangian (CEL) method. Firstly, to verify the accuracy of the finite element method, underwater explosion tests were performed 10 cm under the bottom of the clamped square plates in different dimensions (the side lengths of the plates were 0.46, 0.92 and 1.61 times the maximum bubble diameter) using 2.5 g TNT. Then, the damage mechanism of the clamped square plates was analyzed by combining the test and finite element results. Finally, a series of numerical simulations reveal that with increasing plate dimension and stand-off distance, bubbles show three different evolution modes: collapse, downward jet, and upward jet. With increasing plate dimension, the effects of stand-off distance on the final deformation of the plate center decreases. The sediment boundary can alleviate the bubble shrinkage, make the bubble firstly collapse from the middle to form jets in the opposite direction, and reduce the displacement and strain of the clamped square plates. The sediment boundary has no effects when the bubbles collapse in advance. © 2023 Explosion and Shock Waves. All rights reserved.
引用
收藏
相关论文
共 35 条
  • [1] QIN Y Z, WANG Y, WANG Z K, Et al., Damage characteristics of fixed single-layer square steel plate under near-field underwater explosion of small equivalent column charge [J], Journal of Vibration and Shock, 40, 7, pp. 29-36, (2021)
  • [2] ZHANG C, LIU K, LI H T, Et al., Study on the characterization method and mode map of overall damage of typical warship structures subjected to underwater explosions, Explosion and Shock Waves, 42, 6, (2022)
  • [3] LIU L T, YAO X L, ZHANG A M, Et al., Research on the estimate formulas for underwater explosion bubble jet parameters [J], Ocean Engineering, 164, pp. 563-576, (2018)
  • [4] RAMAJEYATHILAGAM K, VENDHAN C P, RAO V B., Non-linear transient dynamic response of rectangular plates under shock loading [J], International Journal of Impact Engineering, 24, 10, pp. 999-1015, (2000)
  • [5] DAI L H, WU C, AN F J., Dynamic damage mode of clamped square plates subjected to underwater explosive loading [J], Acta Armamentarii, 41, S2, pp. 111-119, (2020)
  • [6] WANG J, MENG L P, WU X X, Et al., Experimental investigation on water-jets resulting from bubble collapse of underwater explosion under surface floating structures, Journal of Ship Mechanics, 26, 9, (2022)
  • [7] LI H T, ZHENG X Y, ZHANG C, Et al., Sagging damage characteristics of hull girder with trapezoidal cross-section subjected to near-field underwater explosion [J], Defence Technology, 21, pp. 1-13, (2021)
  • [8] LAI Z C, DENG S, QIN J, Et al., Study on dynamic response of clamped square plates under near-field underwater explosion with different explosives, Engineering Mechanics
  • [9] GAN N, LIU L T, YAO X L, Et al., Experimental and numerical investigation on the dynamic response of a simplified open floating slender structure subjected to underwater explosion bubble, Ocean Engineering, 219, (2021)
  • [10] ZHANG A M, YAO X L, LI J., The interaction of an underwater explosion bubble and an elastic-plastic structure [J], Applied Ocean Research, 30, 3, pp. 159-171, (2008)