Study on dynamic response of multi-degree-of-freedom explosion vessel system under impact load

In order to study the dynamic response and calculate the axial dynamic coefficient of the monolayer cylindrical explosion vessel, the wall of vessel is simplified as a multi-degree-of-freedom (MDoF) undamped elastic foundation beam. Decoupling the coupled motion equation and using Duhamel's int...

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Main Authors: Yun-hao Hu, Wen-bin Gu, Jian-qing Liu, Jing-lin Xu, Xin Liu, Yang-ming Han, Zhen-xiong Wang
Format: Article
Language:English
Published: KeAi Communications Co., Ltd. 2020-08-01
Series:Defence Technology
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2214914719305197
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spelling doaj-37288413e8e5465cb3616a3aaac66f222021-05-02T18:39:59ZengKeAi Communications Co., Ltd.Defence Technology2214-91472020-08-01164777786Study on dynamic response of multi-degree-of-freedom explosion vessel system under impact loadYun-hao Hu0Wen-bin Gu1Jian-qing Liu2Jing-lin Xu3Xin Liu4Yang-ming Han5Zhen-xiong Wang6College of Field Engineering, Army Engineering University of PLA, Nanjing 210007, ChinaCollege of Field Engineering, Army Engineering University of PLA, Nanjing 210007, China; Corresponding author.College of Field Engineering, Army Engineering University of PLA, Nanjing 210007, ChinaUnit No.78102 of PLA, Chengdu 610031, ChinaCollege of Field Engineering, Army Engineering University of PLA, Nanjing 210007, ChinaCollege of Field Engineering, Army Engineering University of PLA, Nanjing 210007, China; Unit No.31696 of PLA, Jinzhou 121017, ChinaResearch Institute of Chemical Defense, Beijing 102205, ChinaIn order to study the dynamic response and calculate the axial dynamic coefficient of the monolayer cylindrical explosion vessel, the wall of vessel is simplified as a multi-degree-of-freedom (MDoF) undamped elastic foundation beam. Decoupling the coupled motion equation and using Duhamel's integrals, the solutions in generalized coordinates of the equations under exponentially decaying loads, square wave loads and triangular wave loads are calculated. These solutions are consistent in form with the solutions of single-degree-of-freedom (SDoF) undamped forced vibration simplified model. Based on the model, equivalent MDoF design method (also called MDoF dynamic coefficient method) of cylindrical explosion vessel is proposed. The traditional method can only predict the dynamic coefficient of torus portion around the explosion center, but this method can predict that of the vessel wall at any axial n dividing point position. It is verified that the prediction accuracy of this model is greatly improved compared with the SDoF model by comparing the results of this model with SDoF model and numerical simulation in different working conditions. However, the prediction accuracy decreases as the scaled distance decreases and approaches the end of the vessel, which is related to the accuracy of the empirical formula of the implosion load, the simplification of the explosion load direction, the boundary conditions, and the loading time difference.http://www.sciencedirect.com/science/article/pii/S2214914719305197Explosion vesselDynamic responseVibration analysisDynamic coefficientLoad feature
collection DOAJ
language English
format Article
sources DOAJ
author Yun-hao Hu
Wen-bin Gu
Jian-qing Liu
Jing-lin Xu
Xin Liu
Yang-ming Han
Zhen-xiong Wang
spellingShingle Yun-hao Hu
Wen-bin Gu
Jian-qing Liu
Jing-lin Xu
Xin Liu
Yang-ming Han
Zhen-xiong Wang
Study on dynamic response of multi-degree-of-freedom explosion vessel system under impact load
Defence Technology
Explosion vessel
Dynamic response
Vibration analysis
Dynamic coefficient
Load feature
author_facet Yun-hao Hu
Wen-bin Gu
Jian-qing Liu
Jing-lin Xu
Xin Liu
Yang-ming Han
Zhen-xiong Wang
author_sort Yun-hao Hu
title Study on dynamic response of multi-degree-of-freedom explosion vessel system under impact load
title_short Study on dynamic response of multi-degree-of-freedom explosion vessel system under impact load
title_full Study on dynamic response of multi-degree-of-freedom explosion vessel system under impact load
title_fullStr Study on dynamic response of multi-degree-of-freedom explosion vessel system under impact load
title_full_unstemmed Study on dynamic response of multi-degree-of-freedom explosion vessel system under impact load
title_sort study on dynamic response of multi-degree-of-freedom explosion vessel system under impact load
publisher KeAi Communications Co., Ltd.
series Defence Technology
issn 2214-9147
publishDate 2020-08-01
description In order to study the dynamic response and calculate the axial dynamic coefficient of the monolayer cylindrical explosion vessel, the wall of vessel is simplified as a multi-degree-of-freedom (MDoF) undamped elastic foundation beam. Decoupling the coupled motion equation and using Duhamel's integrals, the solutions in generalized coordinates of the equations under exponentially decaying loads, square wave loads and triangular wave loads are calculated. These solutions are consistent in form with the solutions of single-degree-of-freedom (SDoF) undamped forced vibration simplified model. Based on the model, equivalent MDoF design method (also called MDoF dynamic coefficient method) of cylindrical explosion vessel is proposed. The traditional method can only predict the dynamic coefficient of torus portion around the explosion center, but this method can predict that of the vessel wall at any axial n dividing point position. It is verified that the prediction accuracy of this model is greatly improved compared with the SDoF model by comparing the results of this model with SDoF model and numerical simulation in different working conditions. However, the prediction accuracy decreases as the scaled distance decreases and approaches the end of the vessel, which is related to the accuracy of the empirical formula of the implosion load, the simplification of the explosion load direction, the boundary conditions, and the loading time difference.
topic Explosion vessel
Dynamic response
Vibration analysis
Dynamic coefficient
Load feature
url http://www.sciencedirect.com/science/article/pii/S2214914719305197
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