Enhanced in-plane impact characteristics of a novel circular-reinforced sinusoidal honeycomb

IF 6.4 1区 工程技术 Q1 ENGINEERING, CIVIL
Baozhen Wang , Xuekai Feng , Xutao Wu , Zeng Meng , Gang Dong , Jian Ding , Qiaoguo Wu
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Abstract

Curved-wall auxetic honeycombs show significant potential for alleviating stress concentrations and enhancing energy absorption. In this study, a novel circular-reinforced sinusoidal honeycomb (CRSH) was developed by reinforcing the nodes of a conventional sinusoidal honeycomb (SH) with circular rings. Finite element models were validated through quasi-static compression tests on 3D-printed CRSH and SH specimens. The influence of three dimensionless parameters (a¯t¯, and r¯) on the in-plane performance of CRSH was systematically assessed across a broad range of impact velocities. As velocity increases, CRSH transitions from a five-stage deformation mode to a four-stage mode, and finally to a three-stage mode. Theoretical models were developed to predict two plateau stresses under low-velocity impacts and one plateau stress under high-velocity impacts, showing good agreement with the simulated results. Compared with geometrically equivalent circular-reinforced quadrilateral honeycomb (CRQH) and SH, CRSH exhibits a strong auxetic effect, more stable plateau stresses, and higher specific energy absorption (SEA). Under low-velocity impacts, CRSH shows 70.14 % higher SEA than CRQH and 131.01 % than SH. This advantage persists at medium velocities, with SEA exceeding CRQH by 26.09 % and SH by 110.92 %, and even at high velocities, CRSH maintains a 24.43 % advantage over SH. Parametric analyses reveal that reducing a¯ while increasing t¯ and r¯ can optimize SEA, ensuring CRSH’s competitiveness under high-velocity impacts. Its tunable impact performance and multi-plateau mechanism make CRSH particularly well-suited for adaptive energy absorption applications in aerospace, automotive safety, and defense systems.
新型圆增强正弦蜂窝的面内冲击特性增强
曲线壁辅助蜂窝在缓解应力集中和增强能量吸收方面具有显著的潜力。在本研究中,通过用圆环加强传统正弦蜂窝(SH)的节点,开发了一种新型的圆形增强正弦蜂窝(CRSH)。通过对3d打印的CRSH和SH试件进行准静态压缩试验,验证有限元模型的正确性。在较宽的冲击速度范围内,系统地评估了三个无维参数(a¯,t¯和r¯)对CRSH平面内性能的影响。随着速度的增加,CRSH从五阶段变形模式转变为四阶段变形模式,最后转变为三阶段变形模式。建立了低速冲击下两个高原应力和高速冲击下一个高原应力的理论模型,与模拟结果吻合较好。与几何等效的圆增强四边形蜂窝(CRQH)和SH相比,CRSH具有较强的减振效应、更稳定的平台应力和更高的比能吸收(SEA)。低速冲击下,CRSH的SEA比CRQH高70.14%,比SH高131.01%。在中速条件下,这种优势依然存在,SEA比CRQH高26.09%,SH高110.92%,即使在高速条件下,CRSH也比SH保持24.43%的优势。参数分析表明,减小a¯而增大t¯和r¯可以优化SEA,保证CRSH在高速冲击下的竞争力。其可调的冲击性能和多平台机制使CRSH特别适合于航空航天、汽车安全和国防系统中的自适应能量吸收应用。
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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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