板振动对多重冲击下复合材料分层形成的影响

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL
L. Huo , X. Gong , Z. Cao , M. Zhang , Y. Cao , X. Li , W. Tu
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引用次数: 0

摘要

动态振动被认为是受到冲击的复合材料层压板的一个基本特性;然而,其对分层形成的影响还需要进一步研究。本研究提出了一个与 ABAQUS 协作的数值模型,并利用实验结果对该模型进行了校准,以研究板振动对在固定加载距离下受到两次连续相同冰或钢弹丸冲击的复合材料层压板分层形成的影响。不同模拟的唯一可变参数是两次撞击之间的时间间隔。本研究中考虑的加载条件是一种极端情况,即复合材料层压板在第一次撞击后仍在振动,此时发生第二次撞击。结果表明,后来形成的分层受两次相同的连续冰弹或钢弹的时间间隔影响很大。随着振动冲击点从第一次振动期间的最小峰值移动到相邻的最大峰值,新形成的分层面积随时间单调增加,反之亦然。动态振动引起的两次相同撞击的最大接触力的变化被认为是新形成的分层与之前的分层之间存在差异的主要原因。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Influence of plate vibration on delamination formation in composites under multiple impacts
Dynamic vibration is believed to be a basic property of the impacted composite laminates; however, its effect on delamination formation requires further investigation. This study proposes a numerical model in collaborating with ABAQUS, which was calibrated using experimental results, to investigate the effect of plate vibration on delamination formation in composite laminates subjected to two consecutive identical ice or steel projectile impacts with a fixed loading distance. The only variable parameter for the different simulations was the time interval between the two impacts. The loading condition considered in this study is an extreme case where the composite laminate was still vibrating after the first impact when the second impact occurred. The results showed that the delaminations that formed later were significantly affected by the time intervals of the two identical successive ice or steel projectiles. As the vibrated impact points travel from the minimum peak to the adjacent maximum peak during the first vibration period, the newly formed delamination areas monotonically increase with time and vice versa. The change in the maximum contact forces of two identical impacts induced by dynamic vibration is suggested to be a major reason for the discrepancy between the newly formed delamination and previous ones.
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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