Geometric and material distortion similarity laws for the low-velocity impact response of stiffened plates considering elastic effects

IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL International Journal of Impact Engineering Pub Date : 2025-05-01 Epub Date: 2025-01-28 DOI:10.1016/j.ijimpeng.2025.105237
Xinzhe Chang , Fei Xu , Wesley J. Cantwell , Wei Feng , Zhiqiang Ma
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Abstract

It is well accepted that experiments employing scaled models for predicting the dynamic response of large engineering structures under impact loading can significantly reduce research time and costs. Although many studies have focused on similarity laws in distortion scaled models, elastic effects have often been neglected. To address this issue, the present study proposes impact similarity laws for the geometric distortion and material distortion of stiffened plates by considering elastic effects. Through discretizing the stiffened plate into a plate and stiffeners, similarity relationships for the plate and stiffeners are derived by adopting an equation analysis approach based on thin plate theory and Euler–Bernoulli beam theory. Furthermore, combining the displacement compatibility conditions between the plate and the stiffeners, a similarity correction technique is proposed to account for both the elastic and plastic phases, by correcting the elastic modulus and density of the stiffener material. Geometric and material distortion effects are compensated by correcting the initial impact velocity. A series of stiffened plates with different degrees of geometric distortion and based on different materials are established for numerical verification and in-depth discussion. In particular, attention focuses on the effect of the corrected velocity scaling factor on the resulting error and the validity of the similarity law under varying levels of elastic deformation. The results indicate that the proposed impact similarity law accurately predicts the dynamic response of a full-size stiffened plate prototype structure in terms of displacement, velocity, energy and impact force. The proposed similarity laws account for elastic effects, thereby expanding the applicability of existing similarity laws.
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考虑弹性效应的加筋板低速冲击响应几何与材料畸变相似规律
采用比例模型预测大型工程结构在冲击荷载作用下的动力响应,可以显著减少研究时间和成本,已被广泛接受。虽然许多研究都集中在畸变比例模型的相似规律上,但弹性效应往往被忽视。针对这一问题,本文提出了考虑弹性效应的加筋板几何变形和材料变形的冲击相似律。通过将加筋板离散为加筋板和加筋板,采用基于薄板理论和欧拉-伯努利梁理论的方程分析方法,推导出加筋板和加筋板的相似关系。在此基础上,结合板与加强筋之间的位移协调条件,提出了一种同时考虑弹塑性两相的相似校正技术,通过校正加强筋材料的弹性模量和密度。几何和材料畸变效应通过修正初始冲击速度来补偿。建立了一系列不同几何变形程度、基于不同材料的加筋板,进行了数值验证和深入讨论。特别关注的是修正后的速度比例因子对所得误差的影响,以及在不同弹性变形水平下相似律的有效性。结果表明,所提出的冲击相似律能准确预测全尺寸加筋板原型结构在位移、速度、能量和冲击力等方面的动态响应。提出的相似律考虑了弹性效应,从而扩大了现有相似律的适用性。
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来源期刊
International Journal of Impact Engineering
International Journal of Impact Engineering 工程技术-工程:机械
CiteScore
8.70
自引率
13.70%
发文量
241
审稿时长
52 days
期刊介绍: The International Journal of Impact Engineering, established in 1983 publishes original research findings related to the response of structures, components and materials subjected to impact, blast and high-rate loading. Areas relevant to the journal encompass the following general topics and those associated with them: -Behaviour and failure of structures and materials under impact and blast loading -Systems for protection and absorption of impact and blast loading -Terminal ballistics -Dynamic behaviour and failure of materials including plasticity and fracture -Stress waves -Structural crashworthiness -High-rate mechanical and forming processes -Impact, blast and high-rate loading/measurement techniques and their applications
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