单薄和片状纳米氧化铝增强胶凝靶的动态性能试验与数值分析

IF 4.4 3区 工程技术 Q1 ENGINEERING, CIVIL
S. Farsavani Mohammadi, H. Ahmadi, E. Pedram, G. Liaghat
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引用次数: 0

摘要

本研究通过添加纳米粒子和优化准静态和动态加载下的靶材配置,对水泥基复合材料靶材的机械性能进行了研究。这种双重方法可在材料和结构两个层面上改善抗冲击性能。实验通过在水泥基复合材料中添加三种替代比例的纳米 Al2O3 颗粒(具体为水泥重量的 1%、2% 和 4%),并在准静态压缩、劈裂拉伸和高速冲击(HVI)加载下进行测试。有限元模型(FEM)是使用 Abaqus 软件包开发的,其中包含根据材料实验测试数据校准的 JH-2 材料构成模型。此外,还进行了模拟,以研究目标厚度和分割策略对试样弹道响应的影响。实验结果表明,纳米氧化铝颗粒的全部加入提高了试样的准静态力学性能和抗冲击性,从而大大缓解了径向开裂、剥落、结痂、锥裂和剪切堵塞等现象。添加 1 wt% 的纳米 Al2O3 可使抗压强度和抗拉强度达到最大值,上升趋势分别为 26% 和 110%。此外,加入 1.0% 的纳米 Al2O3 颗粒还能改善试样的弹道极限速度(BLV)和能量吸收,分别提高了 12.7% 和 27.2%。数值模拟显示,增加目标厚度或连接额外部件可提高弹道极限速度,而所考虑的策略的损坏机制和原位构造则各不相同。这项研究的结果为提高现有和未来面临高速碰撞的结构的冲击承载能力提供了有价值的见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental tests and numerical analysis of the dynamic behavior of thin single and segmented nano-alumina-reinforced cementitious targets

This study investigates the mechanical performance of cementitious composite targets through nanoparticle addition and target configuration optimization under quasi-static and dynamic loading. This dual approach addresses both material-level and structural-level improvements for impact resistance. Experiments were manufactured by adding three replacement ratios of nano-Al2O3 particles, specifically 1%, 2%, and 4% by weight of cement, to the cementitious composite and tested under quasi-static compressive, split tensile, and high-velocity impact (HVI) loading. The finite element model (FEM) was developed using the Abaqus software package, incorporating the JH-2 material constitutive model calibrated with data from experimental material tests. Furthermore, simulations were conducted to investigate the effects of target thickness and segmentation strategy on the ballistic response of specimens. The experimental results revealed that the total incorporation of nano-alumina particles promotes the specimen’s quasi-static mechanical properties and impact resistance, resulting in substantial mitigation of phenomena, including radial cracking, spalling, scabbing, cone cracking, and shear plugging. The addition of 1 wt%. nano-Al2O3 caused the maximum compressive and tensile strength values, showing an uptrend of 26% and 110%, respectively. Furthermore, including 1.0% nano-Al2O3 particles improved specimens’ ballistic limit velocity (BLV) and energy absorption, showing enhancements of up to 12.7% and 27.2%, respectively. Numerical simulations revealed that increasing the target thickness or subjoining the extra parts improves the BLV, while the damage mechanisms and in situ construction of considered strategies are different. The findings from this study provide valuable insights for enhancing the impact load-bearing capacity of existing and future structures exposed to high-velocity collisions.

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来源期刊
Archives of Civil and Mechanical Engineering
Archives of Civil and Mechanical Engineering 工程技术-材料科学:综合
CiteScore
6.80
自引率
9.10%
发文量
201
审稿时长
4 months
期刊介绍: Archives of Civil and Mechanical Engineering (ACME) publishes both theoretical and experimental original research articles which explore or exploit new ideas and techniques in three main areas: structural engineering, mechanics of materials and materials science. The aim of the journal is to advance science related to structural engineering focusing on structures, machines and mechanical systems. The journal also promotes advancement in the area of mechanics of materials, by publishing most recent findings in elasticity, plasticity, rheology, fatigue and fracture mechanics. The third area the journal is concentrating on is materials science, with emphasis on metals, composites, etc., their structures and properties as well as methods of evaluation. In addition to research papers, the Editorial Board welcomes state-of-the-art reviews on specialized topics. All such articles have to be sent to the Editor-in-Chief before submission for pre-submission review process. Only articles approved by the Editor-in-Chief in pre-submission process can be submitted to the journal for further processing. Approval in pre-submission stage doesn''t guarantee acceptance for publication as all papers are subject to a regular referee procedure.
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